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evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
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taxTypeINCLUSIVE_TAX
tenderFee500.00
emd36750.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose28-06-2024 16:00:00
tenderQueryClose26-06-2024 16:00:00
technicalBidOpen29-06-2024 16:00:01
publishedDate15-06-2024 13:47:23
publishedByPostDMA_EE3_CC_MNG
publishedByUserKPE18519 - K T CHANDRASHEKARAIAH
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mobileNumber9448154109
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createdTs1718364801786
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT18650
titlePackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit
descriptionPackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit
categoryWORKS
categoryTextWorks
ecv1470000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2162
locationNameDMA City Corporation Mangaluru
provisionalAmount1470000.0
groupOverheadTotal230558.13
fileNumber3337/3340/3339/3338/23-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17183648020000NoneNoneOther WorksPackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit134934.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3290563114388Nonecode01Earth 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 workCum72.872.821.6FalseNoneNoneFalseNoneFalse1572.480
3290564114388Nonecode02Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401Cum2630.882630.887.2FalseNoneNoneFalseNoneFalse18942.3360
3290565114388Nonecode03Construction 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. Dry Lean Cement Concrete Sub- baseCum4508.04508.07.2FalseNoneNoneFalseNoneFalse32457.60
3290566114388Nonecode04Providing 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 workCum7293.447293.4410.8FalseNoneNoneFalseNoneFalse78769.1520
3290567114388Nonecode05Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5Cum147.84147.8421.6FalseNoneNoneFalseNoneFalse3193.3440
17183648020000NoneNoneOther WorksPackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit421657.6
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3290568114389Nonecode01Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kind of soils Depth upto 1.5mCum208.32208.3259.73FalseNoneNoneFalseNoneFalse12442.95360
3290569114389Nonecode02Providing 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 aggregatesCum6007.686007.683.51FalseNoneNoneFalseNoneFalse21086.95680
3290570114389Nonecode03Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand))Cum6072.646072.6439.31FalseNoneNoneFalseNoneFalse238715.47840
3290571114389Nonecode04Providing 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 aggregatesNos6637.126637.121.19FalseNoneNoneFalseNoneFalse7898.17280
3290572114389Nonecode05Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-chargeSqm224.0224.034.4FalseNoneNoneFalseNoneFalse7705.60
3290573114389Nonecode06Filling 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 mCum228.48228.4859.73FalseNoneNoneFalseNoneFalse13647.11040
3290574114389Nonecode07Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strengthof 281 kg per m2 over 50mm thick sand bed ( average thickness ) andcompacting with plate vibrator having 3 tons compaction force therebyforcing part of sand underneath to come up in between joints, finalcompaction of paver surface joints into its final level, including cost ofmaterials, labour and Usage charges of machinery completeas perspecifications.Sqm1217.441217.4498.7FalseNoneNoneFalseNoneFalse120161.3280
17183648020000NoneNoneOther WorksPackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit387923.86
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3290575114390Nonecode01Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kind of soils Depth upto 1.5mCum208.32208.3225.2FalseNoneNoneFalseNoneFalse5249.6640
3290576114390Nonecode02Providing and laying in position plain cement concrete mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesfor 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)Cum5736.645736.643.6FalseNoneNoneFalseNoneFalse20651.9040
3290577114390Nonecode03Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand).Cum5952.85952.819.44FalseNoneNoneFalseNoneFalse115722.4320
3290578114390Nonecode04Providing and laying in position plain cement concrete mix 1:3:6( M10) Using 20 mm nominal size graded crushed coarse aggregatesfor 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)Cum6296.646296.642.88FalseNoneNoneFalseNoneFalse18134.32320
3290579114390Nonecode05Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc I.S 3620/1979 having compressive Strength not less then 3.5 N/mm2 for Saturated Dry Samples FOR Basement in c.m 1:6Cum6304.486304.482.94FalseNoneNoneFalseNoneFalse18535.17120
3290580114390Nonecode06Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc I.S 3620/1979 having compressive Strength not less then 3.5 N/mm2 for Saturated Dry Samples FOR Super Structure in c.m 1:6Cum6586.726586.7215.58FalseNoneNoneFalseNoneFalse102621.09760
3290581114390Nonecode07Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary 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-chargeSqm330.4330.4152.46FalseNoneNoneFalseNoneFalse50372.7840
3290582114390Nonecode08Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at thejunctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeSqm4099.24099.29.0FalseNoneNoneFalseNoneFalse36892.80
3290583114390Nonecode09Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work 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.Sqm100.8100.818.0FalseNoneNoneFalseNoneFalse1814.40
3290584114390Nonecode10Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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-chargeSqm117.6117.6152.46FalseNoneNoneFalseNoneFalse17929.2960
17183648020000NoneNoneOther WorksPackage Tennder of 1)Development of road near Cavin Desses house Kadri Kaibattal 7th cross road 2) Construction of retaining wall near collapsed part Between the road joining Ratna Apartment to Kaibattal 3) Repair woark of Compound wall near Paund Guarden Rangaprasad house 4)Construction of Ramp and 2 Nos. R.C.C. Culvert at Entrance to Pound Garden Road at ward nao.33 in MCC limit294925.5
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3290585114391Nonecode01Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, ncluding T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead -brick/ Tile work in cement mortarCum558.88558.8825.8FalseNoneNoneFalseNoneFalse14419.1040
3290586114391Nonecode02Earth work excavation by manual means in all kinds of soil Depth Upto 1.5m for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, cluding setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other apurtenaces quired to complete the work.Cum208.32208.326.86FalseNoneNoneFalseNoneFalse1429.07520
3290587114391Nonecode03Providing and laying in position plain cement concrete mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesfor 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)Cum5736.645736.640.81FalseNoneNoneFalseNoneFalse4646.67840
3290588114391Nonecode04Providing Thermo-Mechanically Treated bars of grade Fe-500D ormore Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including 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 specificationsKgs100.8100.8121.09FalseNoneNoneFalseNoneFalse12205.8720
3290589114391Nonecode05Providing 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 othe appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separatelyCum8790.778790.772.72FalseNoneNoneFalseNoneFalse23910.89440
3290590114391Nonecode06Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Kgs120.96120.96402.22FalseNoneNoneFalseNoneFalse48652.53120
3290591114391Nonecode07Construction 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.Cum4438.564438.567.37FalseNoneNoneFalseNoneFalse32712.18720
3290592114391Nonecode08Providing 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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.Cum7098.567098.5622.11FalseNoneNoneFalseNoneFalse156949.16160
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17183648040000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17183648040000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17183648040000NoneNoneELIGIBILITYBidders 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
17183648040000NoneNoneELIGIBILITYIt 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
17183648040000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneKPWD Class-IV & above Contractor Registration Certificate.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by KPWD
NoneNoneNoneNoneAnnual Turnover Certificate with UDINCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Turnover Certified should be issued by the Charted accountant (With profit loss statement with UDIN)
NoneNoneNoneNoneSimilar Nature of workdone CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done certificate by the officer not below the rank of Executive Engineer.
NoneNoneNoneNoneESI & EPF Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by the Labour Department
tenderCriterionDocumentList
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone