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technicalBidOpen07-03-2024 11:00:00
publishedDate17-02-2024 15:55:15
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tenderNumberDMA/2023-24/RD/WORK_INDENT11168/CALL-2
titleConstruction of CC Road from Main road to Govt School Near Kodla Cross at ward no 19 in sedam town 2. Construction of CC Road and RCC Drain Near Municipal Staff quarters D.B.R Compound at ward no 8 in sedam town 3. Construction of CC Road at Labours Colony ward no 20 in sedam town
descriptionConstruction of CC Road from Main road to Govt School Near Kodla Cross at ward no 19 in sedam town 2. Construction of CC Road and RCC Drain Near Municipal Staff quarters D.B.R Compound at ward no 8 in sedam town 3. Construction of CC Road at Labours Colony ward no 20 in sedam town
categoryWORKS
categoryTextWorks
ecv1128449.87
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
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location2310
locationNameDMA Town Municipal Council Sedam
provisionalAmount1350000.0
groupOverheadTotalNone
fileNumberTMC/SDM/15THFC/UNTIED/2023-24/P5
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17078951160000NoneNoneRoads1 Construction of CC Road from Main road to Govt School Near Kodla Cross at ward no 19 in sedam town375767.3
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
258479980259Nonecode01Earth 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. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12Cum99.7599.75109.35FalseNoneNoneFalseNoneFalse10907.66250
258480080259Nonecode02Removal of Unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume III Pg. No.17 It. No. 3.1Cum89.2589.2536.44FalseNoneNoneFalseNoneFalse3252.270
258480180259Nonecode03Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7Cum110.25110.2524.3FalseNoneNoneFalseNoneFalse2679.0750
258480280259Nonecode04Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6Cum517.65517.6547.79FalseNoneNoneFalseNoneFalse24738.49350
258480380259Nonecode05Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V)Cum2476.952476.9518.9FalseNoneNoneFalseNoneFalse46814.3550
258480480259Nonecode06Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kgor m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1Cum5166.05166.018.9FalseNoneNoneFalseNoneFalse97637.40
258480580259Nonecode07Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27Cum6692.76692.728.35FalseNoneNoneFalseNoneFalse189738.0450
17078951160000NoneNoneRoads2 Construction of CC Road and RCC Drain Near Municipal Staff quarters D.B.R Compound at ward no 8 in sedam town376263.74
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
258480680260Nonecode01Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Prestressed / RCC grade M-20 & above PWD SR 2023-24 Volume-III Pg.No- 09 Item No- 2.8 (ii) aCum1163.41163.421.24FalseNoneNoneFalseNoneFalse24710.6160
258480780260Nonecode02Earth 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. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12Cum99.7599.7560.75FalseNoneNoneFalseNoneFalse6059.81250
258480880260Nonecode03Removal of Unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume III Pg. No.17 It. No. 3.1Cum89.2589.2560.75FalseNoneNoneFalseNoneFalse5421.93750
258480980260Nonecode04Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7Cum110.25110.2510.12FalseNoneNoneFalseNoneFalse1115.730
258481080260Nonecode05Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6Cum517.65517.6520.25FalseNoneNoneFalseNoneFalse10482.41250
258481180260Nonecode06Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V)Cum2476.952476.9515.187FalseNoneNoneFalseNoneFalse37617.439650
258481280260Nonecode07Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1Cum5166.05166.015.187FalseNoneNoneFalseNoneFalse78456.0420
258481380260Nonecode08Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27Cum6692.76692.721.6FalseNoneNoneFalseNoneFalse144562.320
258481480260Nonecode09Earth 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 cos PWD SR 2023-24 Volume-I Page.No- 06 Item No 1.5.1Cum313.95313.956.075FalseNoneNoneFalseNoneFalse1907.246250
258481580260Nonecode10Removal of unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.1Cum89.2589.256.075FalseNoneNoneFalseNoneFalse542.193750
258481680260Nonecode11Providing 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 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 15 It. No. 2.1.3Cum6288.456288.450.88FalseNoneNoneFalseNoneFalse5533.8360
258481780260Nonecode12Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Volume-I Pg. No. 16 Item No 2.4.2Cum6639.156639.154.68FalseNoneNoneFalseNoneFalse31071.2220
258481880260Nonecode13Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Form Works as per recommendations of Technical working group rates for form work shall be added on percentage basis to the finished concrete item rate for drain from works consider Cement Concrete Drain Walls 35% - PWD SR 2023-24 Volume-I Pg. NO. 111 Sl. No. 4Cum2323.72323.73.51FalseNoneNoneFalseNoneFalse8156.1870
258481980260Nonecode14Supplying, 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. All other type of structures PWD CSR 2023-24 Volume-I Pg. No.18 It.No. 2.11 (h)Tonne77398.6577398.650.2665FalseNoneNoneFalseNoneFalse20626.7402250
17078951160000NoneNoneRoads3 Construction of CC Road at Labours Colony ward no 20 in sedam town376418.83
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
258482080261Nonecode01Earth 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. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12Cum99.7599.75109.35FalseNoneNoneFalseNoneFalse10907.66250
258482180261Nonecode02Removal of Unserviceable soil with disposal upto a suitable distance as directed by the Engineer in charge of the work - PWD SR 2023-24 Volume III Pg. No.17 It. No. 3.1Cum89.2589.2543.74FalseNoneNoneFalseNoneFalse3903.7950
258482280261Nonecode03Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. - PWD SR 2023-24 Volume-III Pg. No. 17 It. No. 3.7Cum110.25110.2524.3FalseNoneNoneFalseNoneFalse2679.0750
258482380261Nonecode04Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6Cum517.65517.6547.79FalseNoneNoneFalseNoneFalse24738.49350
258482480261Nonecode05Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V)Cum2476.952476.9518.9FalseNoneNoneFalseNoneFalse46814.3550
258482580261Nonecode06Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kgor m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1Cum5166.05166.018.9FalseNoneNoneFalseNoneFalse97637.40
258482680261Nonecode07Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27Cum6692.76692.728.35FalseNoneNoneFalseNoneFalse189738.0450
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17079973610001NoneNoneELIGIBILITYSimilar nature of work Work done certificate achieved at least 50 Percent of Estimated cost Rs. 6.75 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2018-19 to 2022-23None
17079973610001NoneNoneELIGIBILITYLast Three Years IT Returns CertificateNone
17079973610001NoneNoneELIGIBILITYLast Five Years Annual Turnover Certificate Achieved in At least Two financial years an average annual turnover for the amount estimate cost Rs.13.50 lakhsNone
17079974280000NoneNoneELIGIBILITYUnconditional line of credit certificate from any Nationalized or Scheduled bank of 30 percent of the estimated value Rs. 4.05 lakhsNone
17079974430000NoneNoneELIGIBILITYGST Registration certificate and Pan cardNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneDepartment Registration DetailsNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing workNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneSimilar nature of work Work done certificate achieved at least 50 Percent of Estimated cost i.e. Rs. 6.75 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2018-19 to 2022-23Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneUnconditional line of credit certificate from any Nationalized or Scheduled bank of 30 percent of the estimated value i.e. Rs. 4.05 lakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneLast Five Years Annual Turnover Certificate Achieved in At least Two financial years an average annual turnover for the amount estimate cost Rs.13.50 lakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLast Three Years IT Returns CertificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneEligible PWD Civil Registered Contractor CertificateOthersEligible PWD Civil Registered Contractor Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneGST Registration certificate and Pan cardOthersGST Registration certificate and Pan card
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Eligible PWD Civil Registered Contractor CertificateTrueTechnical Bid
Similar nature of work Work done certificate achieved at least 50 Percent of Estimated cost i.e. Rs. 6.75 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2018-19 to 2022-23TrueTechnical Bid
Last Three Years IT Returns CertificateTrueTechnical Bid
Last Five Years Annual Turnover Certificate Achieved in At least Two financial years an average annual turnover for the amount estimate cost i.e. Rs.13.50 lakhsTrueTechnical Bid
Unconditional line of credit certificate from any Nationalized or Scheduled bank of 30 percent of the estimated value i.e. Rs. 4.05 lakhsTrueTechnical Bid
GST Registration certificate and Pan cardTrueTechnical Bid
The contractor should submit only the prescribed documents related to the tender conditions only Bidder should not upload unwanted documents such cases will not be consideredTrueTechnical Bid
All Others Conditional will apply as per uploaded tender documentsTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone