createdTs	None
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noticeInvitingTenderDTO	createdTs 1706340511756 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 37500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 07-02-2024 16:00:00 tenderQueryClose 05-02-2024 16:00:00 technicalBidOpen None publishedDate 29-01-2024 13:00:40 publishedByPost DMA_EE2_CC_MNG publishedByUser KPE18449 - GNANESH P S bidValidityPeriod 180 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson RITHESH KUMAR 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 08242220316 mobileNumber 9448500290 tenderSupplierList None
tenderSchedule	createdTs 1706340511784 version 6 createdDate None modifiedDate None tenderNumber DMA/2023-24/RD/WORK_INDENT12345 title Package Tender of 1)Providing concrete pavement to road near Revina house and construction of RCC drain near Prema house at Jyothinagara 2)Providing concrete pavement near Pramodh Bhat house at Bondel Achchukodi 3)Repair of road from Vyadanath Nagara Bus Stop to left Vyadanath Nagara link road at Pachchanaday main road of 19th Pachchanady ward in MCC limits(Corporator Fund) description Package Tender of 1)Providing concrete pavement to road near Revina house and construction of RCC drain near Prema house at Jyothinagara 2)Providing concrete pavement near Pramodh Bhat house at Bondel Achchukodi 3)Repair of road from Vyadanath Nagara Bus Stop to left Vyadanath Nagara link road at Pachchanaday main road of 19th Pachchanady ward in MCC limits(Corporator Fund) category WORKS categoryText Works ecv 1474581.15 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2162 locationName DMA City Corporation Mangaluru provisionalAmount 1500000.0 groupOverheadTotal 224936.11 fileNumber MCC/EE/1365/1370/1372/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706340512000 1 None None Roads Package Tender of 1)Providing concrete pavement to road near Revina house and construction of RCC drain near Prema house at Jyothinagara of 19th Pachchanady ward in MCC limits(Corporator Fund) 410786.82 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2315642 68306 None code01 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 58.44 False None None False None False 15839.5776 0 2315643 68306 None code02 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 6.4 False None None False None False 2946.048 0 2315644 68306 None code03 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 7.4 False None None False None False 40776.96 0 2315645 68306 None code04 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 9.0 False None None False None False 68080.32 0 2315646 68306 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). Cum 6343.68 6343.68 3.7 False None None False None False 23471.616 0 2315647 68306 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). Tonne 88492.32 88492.32 0.9 False None None False None False 79643.088 0 2315648 68306 None code07 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 16 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). Cum 9560.38 9560.38 17.15 False None None False None False 163960.517 0 2315649 68306 None code08 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.3 common SR 2023-24 VOLUME-1 ). Cum 6707.68 6707.68 0.72 False None None False None False 4829.5296 0 2315650 68306 None code09 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 17.32 False None None False None False 5159.9744 0 2315651 68306 None code10 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 41.12 False None None False None False 6079.1808 0 1706340512000 1 None None Roads Package Tender of 2)Providing concrete pavement near Pramodh Bhat house at Bondel Achchukodi of 19th Pachchanady ward in MCC limits(Corporator Fund) 418690.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2315652 68307 None code01 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 57.61 False None None False None False 15614.6144 0 2315653 68307 None code02 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 10.0 False None None False None False 4603.2 0 2315654 68307 None code03 Construction 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 401(Page No. 25 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). Cum 2786.56 2786.56 17.98 False None None False None False 50102.3488 0 2315655 68307 None code04 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 17.98 False None None False None False 99076.992 0 2315656 68307 None code05 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 25.76 False None None False None False 194861.0048 0 2315657 68307 None code06 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 than 3.5 N/mm2 for saturated dry samples -For Super structure in CM 1:6 ( Page no 9, item no 5.7,Buildings SR 2023-24 Volume-2 ). Cum 7565.6 7565.6 3.45 False None None False None False 26101.32 0 2315658 68307 None code07 Providing 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-charge. ( Page no 41, item no 8.3.1,Buildings SR 2023-24 Volume-2 ). Sqm 396.48 396.48 47.25 False None None False None False 18733.68 0 2315659 68307 None code08 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 7.2 False None None False None False 2145.024 0 2315660 68307 None code09 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 50.41 False None None False None False 7452.6144 0 1706340512000 1 None None Roads Package Tender of 3)Repair of road from Vyadanath Nagara Bus Stop to left Vyadanath Nagara link road at Pachchanaday main road of 19th Pachchanady ward in MCC limits(Corporator Fund) 420167.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2315661 68308 None code01 Air Compressor -500 cfm (P No. A-42 Sl No. 2 Common S.R 2023-24 VOLUME -1). hr 1709.0 1709.0 48.0 False None None False None False 82032.0 0 2315662 68308 None code02 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 39.18 False None None False None False 10619.3472 0 2315663 68308 None code03 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 13.0 False None None False None False 5984.16 0 2315664 68308 None code04 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 19.59 False None None False None False 107948.736 0 2315665 68308 None code05 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 27.38 False None None False None False 207115.4624 0 2315666 68308 None code06 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 4.5 False None None False None False 1340.64 0 2315667 68308 None code07 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 34.68 False None None False None False 5127.0912 0 1706340561000 0 None None Roads Package Tender of 1)Providing concrete pavement to road near Revina house and construction of RCC drain near Prema house at Jyothinagara 2)Providing concrete pavement near Pramodh Bhat house at Bondel Achchukodi 3)Repair of road from Vyadanath Nagara Bus Stop to left Vyadanath Nagara link road at Pachchanaday main road of 19th Pachchanady ward in MCC limits(Corporator Fund) 1249645.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2315678 68309 None code01 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 57.61 False None None False None False 15614.6144 0 2315687 68309 None code01 Air Compressor -500 cfm (P No. A-42 Sl No. 2 Common S.R 2023-24 VOLUME -1). hr 1709.0 1709.0 48.0 False None None False None False 82032.0 0 2315668 68309 None code01 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 58.44 False None None False None False 15839.5776 0 2315669 68309 None code02 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 6.4 False None None False None False 2946.048 0 2315679 68309 None code02 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 10.0 False None None False None False 4603.2 0 2315688 68309 None code02 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.All kinds of soils. Depth upto 1.50 m (Page No. 5 Item No.-1.4.1 common SR 2023-24 VOLUME-1 ). Cum 271.04 271.04 39.18 False None None False None False 10619.3472 0 2315670 68309 None code03 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 7.4 False None None False None False 40776.96 0 2315680 68309 None code03 Construction 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 401(Page No. 25 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). Cum 2786.56 2786.56 17.98 False None None False None False 50102.3488 0 2315689 68309 None code03 Providing 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. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 113 Sl No. 10.1.7W.S and UGD WORKS S.R 2023-24 VOLUME -V). Rmtr 460.32 460.32 13.0 False None None False None False 5984.16 0 2315671 68309 None code04 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 9.0 False None None False None False 68080.32 0 2315681 68309 None code04 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 17.98 False None None False None False 99076.992 0 2315690 68309 None code04 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. Dry Lean Cement Concrete Sub- base (Page No.49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 5510.4 5510.4 19.59 False None None False None False 107948.736 0 2315682 68309 None code05 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 25.76 False None None False None False 194861.0048 0 2315691 68309 None code05 Providing 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. (Page No.149 Item No.-16.28 Road and Bridge SR 2023-24 VOLUME-3 ). Cum 7564.48 7564.48 27.38 False None None False None False 207115.4624 0 2315672 68309 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). Cum 6343.68 6343.68 3.7 False None None False None False 23471.616 0 2315673 68309 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. (Page No. 18 Item No.-2.11 (h) common SR 2023-24 VOLUME-1 ). Tonne 88492.32 88492.32 0.9 False None None False None False 79643.088 0 2315683 68309 None code06 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 than 3.5 N/mm2 for saturated dry samples -For Super structure in CM 1:6 ( Page no 9, item no 5.7,Buildings SR 2023-24 Volume-2 ). Cum 7565.6 7565.6 3.45 False None None False None False 26101.32 0 2315692 68309 None code06 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 4.5 False None None False None False 1340.64 0 2315674 68309 None code07 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 16 Item No.-2.4.2common SR 2023-24 VOLUME-1 ). Cum 9560.38 9560.38 17.15 False None None False None False 163960.517 0 2315684 68309 None code07 Providing 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-charge. ( Page no 41, item no 8.3.1,Buildings SR 2023-24 Volume-2 ). Sqm 396.48 396.48 47.25 False None None False None False 18733.68 0 2315693 68309 None code07 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 34.68 False None None False None False 5127.0912 0 2315675 68309 None code08 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.3 common SR 2023-24 VOLUME-1 ). Cum 6707.68 6707.68 0.72 False None None False None False 4829.5296 0 2315685 68309 None code08 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 7.2 False None None False None False 2145.024 0 2315676 68309 None code09 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. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). Cum 297.92 297.92 17.32 False None None False None False 5159.9744 0 2315686 68309 None code09 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 50.41 False None None False None False 7452.6144 0 2315677 68309 None code10 Disposal 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. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V). Cum 147.84 147.84 41.12 False None None False None False 6079.1808 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706340514000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706340514000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706340514000 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 1706340514000 0 None None ELIGIBILITY Department Registration Details None 1706340514000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1706340514000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1706340514000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1706340514000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Valid KPWD Class IV & above Contractor Registration Certificate True Technical Bid Annual Turnover Certificate with UDIN True Technical Bid ESI & PF Registration Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None