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noticeInvitingTenderDTO	createdTs 1724671204128 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 1180.00 emd 49200.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 10-09-2024 16:30:00 tenderQueryClose 31-08-2024 11:00:00 technicalBidOpen 11-09-2024 16:35:00 publishedDate 27-08-2024 08:37:16 publishedByPost DMA_EE1_CC_TUM publishedByUser KPE13729 - VINAY KUMAR B G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson MONISHA splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection True isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9449872599 tenderSupplierList None
tenderSchedule	createdTs 1724671204173 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT27732 title Improvements of drain and cross roads linking to NH road at Rangapura at ward no 1, Construction of CC road at ward no 9 Kempasiddayanapalya, Improvements of road and drain at cross roads of Tippu nagar Anzanagar at ward no 13 and Construction of drain and covering slab cross roads conecting to Vinobanagar 4th & 5th main road at ward no 14 under TCC limits description Improvements of drain and cross roads linking to NH road at Rangapura at ward no 1, Construction of CC road at ward no 9 Kempasiddayanapalya, Improvements of road and drain at cross roads of Tippu nagar Anzanagar at ward no 13 and Construction of drain and covering slab cross roads conecting to Vinobanagar 4th & 5th main road at ward no 14 under TCC limits category WORKS categoryText Works ecv 4700000.00 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2167 locationName DMA City Corporation Tumakuru provisionalAmount 4700000.0 groupOverheadTotal 766746.16 fileNumber TCC/TS/15thfin/2024-25/08/04
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1724671204000 1 None None Roads Construction of CC road at ward no 9 Kempasiddayanapalya under TCC limits 738150.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3857061 147515 None code01 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 591.15 591.15 64.8 False None None False None False 38306.52 0 3857062 147515 None code02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 14.4 False None None False None False 3961.44 0 3857063 147515 None code03 PVC pipes of 8 Kg/cm2 for 200mm(6.233) Cum 983.85 983.85 16.0 False None None False None False 15741.6 0 3857064 147515 None code04 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 Each 5924.1 5924.1 4.0 False None None False None False 23696.4 0 3857065 147515 None code05 PVC pipe - OD 25mm and 10 Kg/sqcm Mtr 24.15 24.15 15.0 False None None False None False 362.25 0 3857066 147515 None code06 PVC pipes of 6 Kg/cm2 for 63mm(0.662) Mtr 73.5 73.5 15.0 False None None False None False 1102.5 0 3857067 147515 None code07 Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete. For 63mm (0.075) to 315mm(0.787) Mtr 348.6 348.6 15.0 False None None False None False 5229.0 0 3857068 147515 None code08 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 974.4 974.4 30.0 False None None False None False 29232.0 0 3857069 147515 None code09 Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth Each 8577.45 8577.45 2.0 False None None False None False 17154.9 0 3857070 147515 None code10 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 73.8 False None None False None False 36730.26 0 3857071 147515 None code11 Loosening, 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. Cum 110.25 110.25 36.54 False None None False None False 4028.535 0 3857072 147515 None code12 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 36.54 False None None False None False 217310.688 0 3857073 147515 None code13 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:383:2016, 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 Cum 7091.7 7091.7 48.69 False None None False None False 345294.873 0 1724671204000 1 None None Roads Construction of drain and covering slab cross roads conecting to Vinobanagar 4th & 5th main road at ward no 14 under TCC limits 758184.17 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3857074 147516 None code01 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 139.56 False None None False None False 35462.196 0 3857075 147516 None code02 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. Cum 6288.45 6288.45 18.08 False None None False None False 113695.176 0 3857076 147516 None code03 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. Cum 6639.15 6639.15 35.03 False None None False None False 232569.4245 0 3857077 147516 None code04 Formwork Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Consider 35 percent of item concrete rate for Drain walls Cum 2323.7 2323.7 35.03 False None None False None False 81399.211 0 3857078 147516 None code05 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,All other type of structures. Tonne 82961.55 82961.55 1.6495 False None None False None False 136845.076725 0 3857079 147516 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. Cum 279.3 279.3 44.07 False None None False None False 12308.751 0 3857080 147516 None code07 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Cum 974.4 974.4 135.0 False None None False None False 131544.0 0 3857081 147516 None code08 Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): Cum 348.6 348.6 18.0 False None None False None False 6274.8 0 3857082 147516 None code09 PVC pipe - OD 110mm and 6 Kg/sqcm Cum 267.75 267.75 16.5 False None None False None False 4417.875 0 3857083 147516 None code10 PVC pipe - OD 75mm and 6 Kg/sqcm Cum 129.15 129.15 14.0 False None None False None False 1808.1 0 3857084 147516 None code11 PVC pipe - OD 25mm and 10 Kg/sqcm Cum 24.15 24.15 77.0 False None None False None False 1859.55 0 1724671204000 1 None None Roads Improvements of drain and cross roads linking to NH road at Rangapura at ward no 1 under TCC limits 1429283.82 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3857085 147517 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 165.0 False None None False None False 18191.25 0 3857086 147517 None code02 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 Cum 6288.45 6288.45 82.5 False None None False None False 518797.125 0 3857087 147517 None code03 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:383:2016:, 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. Cum 7091.7 7091.7 82.5 False None None False None False 585065.25 0 3857088 147517 None code04 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 74.4 False None None False None False 18905.04 0 3857089 147517 None code05 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 7.905 False None None False None False 47012.616 0 3857090 147517 None code06 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. Cum 6639.15 6639.15 16.0 False None None False None False 106226.4 0 3857091 147517 None code07 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 9.0 False None None False None False 19917.45 0 3857092 147517 None code08 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 7.0 False None None False None False 2213.05 0 3857093 147517 None code09 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.6733 False None None False None False 50678.07906 0 3857094 147517 None code10 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 22.32 False None None False None False 6233.976 0 3857095 147517 None code11 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 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 30.0 False None None False None False 1512.0 0 3857096 147517 None code12 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 63mm dia., 6 kg/sqcm & class 3 m 169.04 169.04 30.0 False None None False None False 5071.2 0 3857097 147517 None code13 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 25.11 False None None False None False 6907.761 0 3857098 147517 None code14 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 27.9 False None None False None False 27449.415 0 3857099 147517 None code15 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 3.1 False None None False None False 13788.18 0 3857100 147517 None code16 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 3.1 False None None False None False 1315.02 0 1724671204000 1 None None Roads Improvements of road and drain at cross roads of Tippu nagar Anzanagar at ward no 13 under TCC limits 1007634.88 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3857101 147518 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 106.0 False None None False None False 11686.5 0 3857102 147518 None code02 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 Cum 6288.45 6288.45 53.0 False None None False None False 333287.85 0 3857103 147518 None code03 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:383:2016:, 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. Cum 7091.7 7091.7 53.0 False None None False None False 375860.1 0 3857104 147518 None code04 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 65.6 False None None False None False 16668.96 0 3857105 147518 None code05 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 6.97 False None None False None False 41451.984 0 3857106 147518 None code06 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. Cum 6639.15 6639.15 16.0 False None None False None False 106226.4 0 3857107 147518 None code07 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 9.0 False None None False None False 19917.45 0 3857108 147518 None code08 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 7.0 False None None False None False 2213.05 0 3857109 147518 None code09 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.593 False None None False None False 44634.0426 0 3857110 147518 None code10 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 19.68 False None None False None False 5496.624 0 3857111 147518 None code11 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 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 30.0 False None None False None False 1512.0 0 3857112 147518 None code12 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 63mm dia., 6 kg/sqcm & class 3 m 169.04 169.04 30.0 False None None False None False 5071.2 0 3857113 147518 None code13 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 22.14 False None None False None False 6090.714 0 3857114 147518 None code14 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 24.6 False None None False None False 24202.71 0 3857115 147518 None code15 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 2.733 False None None False None False 12155.8374 0 3857116 147518 None code16 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 2.7333 False None None False None False 1159.46586 0 1724671284000 0 None None Roads Improvements of drain and cross roads linking to NH road at Rangapura at ward no 1, Construction of CC road at ward no 9 Kempasiddayanapalya, Improvements of road and drain at cross roads of Tippu nagar Anzanagar at ward no 13 and Construction of drain and covering slab cross roads conecting to Vinobanagar 4th & 5th main road at ward no 14 under TCC limits 3933253.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3857205 147526 None code01 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 139.56 False None None False None False 35462.196 0 3857216 147526 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 165.0 False None None False None False 18191.25 0 3857232 147526 None code01 Loosening, 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.Compacting original ground supporting embankment. Cum 110.25 110.25 106.0 False None None False None False 11686.5 0 3857192 147526 None code01 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 591.15 591.15 64.8 False None None False None False 38306.52 0 3857193 147526 None code02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 14.4 False None None False None False 3961.44 0 3857206 147526 None code02 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. Cum 6288.45 6288.45 18.08 False None None False None False 113695.176 0 3857217 147526 None code02 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 Cum 6288.45 6288.45 82.5 False None None False None False 518797.125 0 3857233 147526 None code02 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 Cum 6288.45 6288.45 53.0 False None None False None False 333287.85 0 3857194 147526 None code03 PVC pipes of 8 Kg/cm2 for 200mm(6.233) Cum 983.85 983.85 16.0 False None None False None False 15741.6 0 3857207 147526 None code03 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. Cum 6639.15 6639.15 35.03 False None None False None False 232569.4245 0 3857218 147526 None code03 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:383:2016:, 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. Cum 7091.7 7091.7 82.5 False None None False None False 585065.25 0 3857234 147526 None code03 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:383:2016:, 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. Cum 7091.7 7091.7 53.0 False None None False None False 375860.1 0 3857235 147526 None code04 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 65.6 False None None False None False 16668.96 0 3857219 147526 None code04 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 kinds of soils Depth upto 1.5 m Cum 254.1 254.1 74.4 False None None False None False 18905.04 0 3857208 147526 None code04 Formwork Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Consider 35 percent of item concrete rate for Drain walls Cum 2323.7 2323.7 35.03 False None None False None False 81399.211 0 3857195 147526 None code04 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 Each 5924.1 5924.1 4.0 False None None False None False 23696.4 0 3857196 147526 None code05 PVC pipe - OD 25mm and 10 Kg/sqcm Mtr 24.15 24.15 15.0 False None None False None False 362.25 0 3857209 147526 None code05 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,All other type of structures. Tonne 82961.55 82961.55 1.6495 False None None False None False 136845.076725 0 3857220 147526 None code05 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 7.905 False None None False None False 47012.616 0 3857236 147526 None code05 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 6.97 False None None False None False 41451.984 0 3857197 147526 None code06 PVC pipes of 6 Kg/cm2 for 63mm(0.662) Mtr 73.5 73.5 15.0 False None None False None False 1102.5 0 3857210 147526 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. Cum 279.3 279.3 44.07 False None None False None False 12308.751 0 3857221 147526 None code06 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. Cum 6639.15 6639.15 16.0 False None None False None False 106226.4 0 3857237 147526 None code06 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. Cum 6639.15 6639.15 16.0 False None None False None False 106226.4 0 3857198 147526 None code07 Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete. For 63mm (0.075) to 315mm(0.787) Mtr 348.6 348.6 15.0 False None None False None False 5229.0 0 3857211 147526 None code07 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. Cum 974.4 974.4 135.0 False None None False None False 131544.0 0 3857222 147526 None code07 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 9.0 False None None False None False 19917.45 0 3857238 147526 None code07 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 35% of item concrete rate for drain walls (rate=5968*35%) Sqm 2213.05 2213.05 9.0 False None None False None False 19917.45 0 3857199 147526 None code08 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete Sqm 974.4 974.4 30.0 False None None False None False 29232.0 0 3857239 147526 None code08 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 7.0 False None None False None False 2213.05 0 3857212 147526 None code08 Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): Cum 348.6 348.6 18.0 False None None False None False 6274.8 0 3857223 147526 None code08 Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate.Consider 5% of item concrete rate for drain bed (rate=5968*5%) Sqm 316.15 316.15 7.0 False None None False None False 2213.05 0 3857200 147526 None code09 Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. Upto 0.30m depth Each 8577.45 8577.45 2.0 False None None False None False 17154.9 0 3857213 147526 None code09 PVC pipe - OD 110mm and 6 Kg/sqcm Cum 267.75 267.75 16.5 False None None False None False 4417.875 0 3857224 147526 None code09 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.6733 False None None False None False 50678.07906 0 3857240 147526 None code09 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,b)Foundations of Bridges Tonne 75268.2 75268.2 0.593 False None None False None False 44634.0426 0 3857201 147526 None code10 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 73.8 False None None False None False 36730.26 0 3857214 147526 None code10 PVC pipe - OD 75mm and 6 Kg/sqcm Cum 129.15 129.15 14.0 False None None False None False 1808.1 0 3857225 147526 None code10 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 22.32 False None None False None False 6233.976 0 3857241 147526 None code10 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 279.3 279.3 19.68 False None None False None False 5496.624 0 3857242 147526 None code11 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 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 30.0 False None None False None False 1512.0 0 3857226 147526 None code11 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 25mm dia, 10 kg/sqcm & class 5 m 50.4 50.4 30.0 False None None False None False 1512.0 0 3857215 147526 None code11 PVC pipe - OD 25mm and 10 Kg/sqcm Cum 24.15 24.15 77.0 False None None False None False 1859.55 0 3857202 147526 None code11 Loosening, 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. Cum 110.25 110.25 36.54 False None None False None False 4028.535 0 3857203 147526 None code12 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 36.54 False None None False None False 217310.688 0 3857227 147526 None code12 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 63mm dia., 6 kg/sqcm & class 3 m 169.04 169.04 30.0 False None None False None False 5071.2 0 3857243 147526 None code12 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 63mm dia., 6 kg/sqcm & class 3 m 169.04 169.04 30.0 False None None False None False 5071.2 0 3857204 147526 None code13 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:383:2016, 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 Cum 7091.7 7091.7 48.69 False None None False None False 345294.873 0 3857228 147526 None code13 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 25.11 False None None False None False 6907.761 0 3857244 147526 None code13 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata,All kinds of soils. Depth upto 1.50 m. Cum 275.1 275.1 22.14 False None None False None False 6090.714 0 3857229 147526 None code14 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 27.9 False None None False None False 27449.415 0 3857245 147526 None code14 PVC pipes of 8 Kg/cm2 for 200mm(6.233) m 983.85 983.85 24.6 False None None False None False 24202.71 0 3857230 147526 None code15 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 3.1 False None None False None False 13788.18 0 3857246 147526 None code15 Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover Each 4447.8 4447.8 2.733 False None None False None False 12155.8374 0 3857231 147526 None code16 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 3.1 False None None False None False 1315.02 0 3857247 147526 None code16 Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. Set 424.2 424.2 2.7333 False None None False None False 1159.46586 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1724684547000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1724684547000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1724684547000 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 1724684547000 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 1724684547000 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 1724684571000 0 None None ELIGIBILITY All terms and condition as per tender documents None 1724684612000 0 None None ELIGIBILITY PWD Registration Certificate with validity period should be submit. None 1724684621000 0 None None ELIGIBILITY Annual Turnover of Five Years 2019-20 to 2023-24 certificate from CA with Valid UDIN No to be furnished None 1724684637000 0 None None ELIGIBILITY Submitted ANYWork done certificate should include E-procurement indent 2019-20 to 2023-24 None 1724684646000 0 None None ELIGIBILITY The earnest money deposits will be forfeited if the documents submitted by the tenderer found to be misleading /forged or fake . None 1724684654000 0 None None ELIGIBILITY Tenderer must submit GST certificate and PAN card None 1724684676000 0 None None ELIGIBILITY Achieved at least two financial years turnover of Rs. 39.33lakhs In last five years None 1724684727000 0 None None ELIGIBILITY satisfactory completion as a prime contractor for at least oneANY work to an extent of Rs. 9.88lakhs in last five year. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Submitted ANY Work done certificate should include E-procurement indent 2019-20 to 2023-24 Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate
tenderCriterionDocumentList	documentName optional documentTypeText Submit GST certificate and PAN card True Technical Bid PWD Registration Certificate True Technical Bid Annual Turnover Certificate True Technical Bid WORKDONE CERTIFICATE True Technical Bid SC category certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None