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noticeInvitingTenderDTO	createdTs 1719652648195 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1912000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 08-07-2024 17:30:00 tenderQueryClose 02-07-2024 11:30:00 technicalBidOpen 11-07-2024 11:30:00 publishedDate 29-06-2024 16:40:32 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 02-07-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 1812000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1719652648198 version 14 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9857/CALL-2 title Package 686 A-Improvements to road SH-93 Khanapura - Talaguppa from Ch-7.00 KM to 8.20 KM Ch-11.12 KM to 18.20 KM and Ch-30.82 KM to 34.58 KM (in selected reaches) in Khanapura Taluk of Belagavi District .Package686B-Improvemnts to road SH-138 Nagaragali - Kattakola road from Ch-37.00 KM to 41.400 KM (in selected reaches) in Khanapura Taluk Belagavi District description Package 686 A-Improvements to road SH-93 Khanapura - Talaguppa from Ch-7.00 KM to 8.20 KM Ch-11.12 KM to 18.20 KM and Ch-30.82 KM to 34.58 KM (in selected reaches) in Khanapura Taluk of Belagavi District .Package686B-Improvemnts to road SH-138 Nagaragali - Kattakola road from Ch-37.00 KM to 41.400 KM (in selected reaches) in Khanapura Taluk Belagavi District category WORKS categoryText Works ecv 191232594.76 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 200000000.0 groupOverheadTotal 0.0 fileNumber CPO/PIU/SHDP/PHASE-5/STG-1/PKG-686/BGM/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719652649000 0 None None Roads Package 686 A-Flexible Pavement 58720547.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411377 120583 None PWD SR 2023-24 Volume 3 Item No 16.29(Page No149) i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in Rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1" Nos 19021.13 19021.13 2.0 False None None False None False 38042.26 0 3411378 120583 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. m 486.93 486.93 204.72 False None None False None False 99684.3096 0 3411379 120583 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) No 117.71 117.71 7677.0 False None None False None False 903659.67 0 3411380 120583 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 117.71 117.71 325.65 False None None False None False 38332.2615 0 3411381 120583 None PWD SR 2023-24 Volume 1 Item No 1.7 ( Page No 7) 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. No 147.44 147.44 162.83 False None None False None False 24007.6552 0 3411382 120583 None PWD SR 2023-24 Volume 1 Item No 1.8 ( Page No 7) 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. No 587.29 587.29 7960.38 False None None False None False 4675051.5702 0 3411383 120583 None PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 2157.1 False None None False None False 1317621.393 0 3411384 120583 None PWD SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23) By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material " Cum 2922.8 2922.8 19.92 False None None False None False 58222.176 0 3411385 120583 None PWD SR 2023-24 Volume 3 Item No 4.17 ( Page No26) Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 24.9 False None None False None False 78947.94 0 3411386 120583 None PWD SR 2023-24 Volume 3 Item No 5.1 A (I) ( Pag Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 50.8 50.8 99.6 False None None False None False 5059.68 0 3411387 120583 None PWD SR 2023-24 Volume 3 Item No 5.4 ( Page No 3 Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface Sqm 17.35 17.35 99.6 False None None False None False 1728.06 0 3411388 120583 None PWD SR 2023-24 Volume 3 Item No 5.12 (C ) ( Pag Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11707.31 11707.31 2702.59 False None None False None False 31640058.9329 0 3411389 120583 None PWD SR 2023-24 Volume 3 Item No 5.16 C ( Page N 38 Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13572.01 13572.01 1410.44 False None None False None False 19142505.7844 0 3411390 120583 None PWD SR 2023-24 Volume 3 Item No 5.3 ( Page No 3 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.87 14.87 46915.0 False None None False None False 697626.05 0 1719652649000 0 None None Roads Package 686 A-Junction estimate 1988320.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411391 120584 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Sqm 486.93 486.93 1.08 False None None False None False 525.8844 0 3411392 120584 None PWD SR 2023-24 Volume 3 Item No 3.5 ( Page No 17) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.43 7.43 678.9 False None None False None False 5044.227 0 3411393 120584 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 117.71 117.71 187.89 False None None False None False 22116.5319 0 3411394 120584 None PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 81.9 False None None False None False 50026.977 0 3411395 120584 None PWD SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23) By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material " Cum 2922.8 2922.8 166.66 False None None False None False 487113.848 0 3411396 120584 None PWD SR 2023-24 Volume 3 Item No 4.17 ( Page No 26) Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 196.14 False None None False None False 621881.484 0 3411397 120584 None PWD SR 2023-24 Volume 3 Item No 5.1 A (I) ( Pag 31 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 50.8 50.8 757.5 False None None False None False 38481.0 0 3411398 120584 None PWD SR 2023-24 Volume 3 Item No 5.3 ( Page No 31) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.87 14.87 757.5 False None None False None False 11264.025 0 3411399 120584 None PWD SR 2023-24 Volume 3 Item No 5.12 (C ) ( Pag 35 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11707.31 11707.31 37.86 False None None False None False 443238.7566 0 3411400 120584 None PWD SR 2023-24 Volume 3 Item No 5.16 C ( Page 38) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13572.01 13572.01 22.74 False None None False None False 308627.5074 0 1719652649000 0 None None Roads Package 686 A-Construction of Field Culverts 984555.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411401 120585 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N 8) Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m" Cum 126.37 126.37 39.13 False None None False None False 4944.8581 0 3411402 120585 None PWD SR 2023-24 Volume 3 Item No 9.1.i ( Page No 87 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1000 mm dia" Rmtr 11744.48 11744.48 50.0 False None None False None False 587224.0 0 3411403 120585 None PWD SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 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 587.28 587.28 56.11 False None None False None False 32952.2808 0 3411404 120585 None PWD SR 2023-24 Volume 1 Item No 2.1.3 ( Page No16) 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 7420.37 7420.37 3.85 False None None False None False 28568.4245 0 3411405 120585 None PWD SR 2023-24 Volume 1 Item No 2.11 h ( Page N18) Steel Fabrication 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 97894.62 97894.62 0.43 False None None False None False 42094.6866 0 3411406 120585 None SR 2023-24 Volume 1 Item No 2.4.2 Pg no 16 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. Cum 8460.93 8460.93 34.13 False None None False None False 288771.5409 0 1719652649000 0 None None Roads Package 686 A-Road Furniture 4112147.27 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411407 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 ii ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle Each 5803.47 5803.47 38.0 False None None False None False 220531.86 0 3411408 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 iv ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle" Each 4430.66 4430.66 5.0 False None None False None False 22153.3 0 3411409 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 viii ( Page Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular Each 5323.98 5323.98 41.0 False None None False None False 218283.18 0 3411410 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 x ( Page No Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular Each 6711.66 6711.66 8.0 False None None False None False 53693.28 0 3411411 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 xii ( Page Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular Each 5233.53 5233.53 60.0 False None None False None False 314011.8 0 3411412 120586 None PWD SR 2023-24 Volume 3 Item No 8.5 xv ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon Each 8055.97 8055.97 3.0 False None None False None False 24167.91 0 3411413 120586 None PWD SR 2023-24 Volume 3 Item No 8.7 ( Page No 6 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing" Sqm 11163.39 11163.39 4.32 False None None False None False 48225.8448 0 3411414 120586 None PWD SR 2023-24 Volume 3 Item No 8.15 ( Page No Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 656.67 656.67 2614.5 False None None False None False 1716863.715 0 3411415 120586 None PWD SR 2023-24 Volume 3 Item No 8.13 (i) ( Page Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) Sqm 251.51 251.51 7.69 False None None False None False 1934.1119 0 3411416 120586 None PWD SR 2023-24 Volume 3 Item No 8.16 (ii) ( Pag Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast)" Each 3626.55 3626.55 10.0 False None None False None False 36265.5 0 3411417 120586 None PWD SR 2023-24 Volume 3 Item No 8.16 (iii) ( P Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)" Each 1043.23 1043.23 34.0 False None None False None False 35469.82 0 3411418 120586 None PWD SR 2023-24 Volume 3 Item No 8.4 ( Page No 6 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman cm 1.1 1.1 4950.0 False None None False None False 5445.0 0 3411419 120586 None PWD SR 2023-24 Volume 3 Item No 8.18 ( Page No Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 926.77 926.77 240.0 False None None False None False 222424.8 0 3411420 120586 None PWD SR 2023-24 Volume 3 Item No 8.17 ( Page No Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings." No 2504.01 2504.01 114.0 False None None False None False 285457.14 0 3411421 120586 None PWD SR 2023-24 Volume 3 Item No ( Page No 80 ) Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Unit 56317.51 56317.51 6.0 False None None False None False 337905.06 0 3411422 120586 None PWD SR 2023-24 Vol 3 Item No 8.16(i) ( Page N 67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast) Each 6295.36 6295.36 1.0 False None None False None False 6295.36 0 3411423 120586 None PWD SR 2023-24 Volume 3 Item No 8.7 ( Page No 6 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing Sqm 11163.39 11163.39 2.43 False None None False None False 27127.0377 0 3411424 120586 None PWD SR 2023-24 Volume 3 Item No 8.43 ( Page No Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer." Each 452.23 452.23 1185.0 False None None False None False 535892.55 0 1719652649000 0 None None Roads Package 686 A-1st year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411425 120587 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " 24.60 qty to be executed) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411426 120587 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (820Rmtr Qty to be executed) " Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411427 120587 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(98.40 Sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411428 120587 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(45.10Sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411429 120587 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (180 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719652649000 0 None None Roads Package 686 A-2nd year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411430 120588 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(24.60 qty to be executed) " 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411431 120588 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(820Rmtr qty to be executed) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411432 120588 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(98.40Sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411433 120588 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (67.65 Sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411434 120588 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (180Cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719652649000 0 None None Roads Package 686 A-3rd year maintenance 771145.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411435 120589 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " ha 545.36 545.36 102.36 False None None False None False 55823.0496 0 3411436 120589 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.33 8.33 6824.0 False None None False None False 56843.92 0 3411437 120589 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No 91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 54.12 54.12 767.0 False None None False None False 41510.04 0 3411438 120589 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 134.6 134.6 2559.0 False None None False None False 344441.4 0 3411439 120589 None PWD SR 2023-24 Volume 3 Item No 16.22 ( Page No147 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 2753.16 2753.16 8.53 False None None False None False 23484.4548 0 3411440 120589 None PWD SR 2023-24 Volume 3 Item No 16.24i ( Page 148) Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " Km 285.86 285.86 45.0 False None None False None False 12863.7 0 3411441 120589 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 591.15 591.15 234.58 False None None False None False 138671.967 0 3411442 120589 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 131.83 131.83 540.0 False None None False None False 71188.2 0 3411443 120589 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 151.26 151.26 174.0 False None None False None False 26319.24 0 1719652649000 0 None None Roads Package 686 A-4th year maintenance 733735.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411444 120590 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " Sqm 564.84 564.84 102.36 False None None False None False 57817.0224 0 3411445 120590 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page 147) Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.62 8.62 6824.0 False None None False None False 58822.88 0 3411446 120590 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 56.05 56.05 767.0 False None None False None False 42990.35 0 3411447 120590 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No 91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 139.41 139.41 2559.0 False None None False None False 356750.19 0 3411448 120590 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 612.26 612.26 234.58 False None None False None False 143623.9508 0 3411449 120590 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 136.54 136.54 540.0 False None None False None False 73731.6 0 1719652649000 0 None None Roads Package 686 A-5th year maintenance 907642.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411450 120591 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " Sqm 584.31 584.31 102.36 False None None False None False 59809.9716 0 3411451 120591 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.92 8.92 6824.0 False None None False None False 60870.08 0 3411452 120591 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No 91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 57.99 57.99 767.0 False None None False None False 44478.33 0 3411453 120591 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 144.22 144.22 2559.0 False None None False None False 369058.98 0 3411454 120591 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 633.38 633.38 469.15 False None None False None False 297150.227 0 3411455 120591 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 141.25 141.25 540.0 False None None False None False 76275.0 0 1719652649000 0 None None Roads Package 686 A-6th year maintenance 28013457.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411456 120592 None PWD SR 2023-24 Volume 3 Item No 16.22 ( Page No147 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 3048.13 3048.13 8.53 False None None False None False 26000.5489 0 3411457 120592 None PWD SR 2023-24 Volume 3 Item No 16.24 i ( Page148) Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " Km 316.49 316.49 45.0 False None None False None False 14242.05 0 3411458 120592 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 167.46 167.46 174.0 False None None False None False 29138.04 0 3411459 120592 None PWD SR 2023-24 Volume 3 Item No 5.3i ( Page No 31) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 18.43 18.43 47014.6 False None None False None False 866479.078 0 3411460 120592 None PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 757.42 757.42 782.46 False None None False None False 592650.8532 0 3411461 120592 None PWD SR 2023-24 Volume 3 Item No 5.16C ( Page No37) Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 16829.3 16829.3 1410.44 False None None False None False 23736717.892 0 3411462 120592 None PWD SR 2023-24 Volume 3 Item No 8.15 ( Page No 67) Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 814.27 814.27 2559.0 False None None False None False 2083716.93 0 3411463 120592 None PWD SR 2023-24 Volume 3 Item No 8.41 ( Page No 74) Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer." Nos 560.77 560.77 1185.0 False None None False None False 664512.45 0 1719652649000 0 None None Roads Package 686 B Flexible pavement 71248948.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411464 120593 None SR 2023-24 Volume 3 Item No 16.29 PG No 149 i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 Nos 19021.13 19021.13 2.0 False None None False None False 38042.26 0 3411465 120593 None UNI SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Sqm 486.93 486.93 84.72 False None None False None False 41252.7096 0 3411466 120593 None UNI SR 2023-24 Volume 3 Item No 3.5 ( Page No 1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.43 7.43 13312.0 False None None False None False 98908.16 0 3411467 120593 None UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 117.71 117.71 3069.0 False None None False None False 361251.99 0 3411468 120593 None UNI SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 117.71 117.71 7281.14 False None None False None False 857062.9894 0 3411469 120593 None UNI SR 2023-24 Volume 1 Item No 1.7 ( Page No 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. Cum 147.44 147.44 2912.46 False None None False None False 429413.1024 0 3411470 120593 None UNI SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 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 587.29 587.29 3925.68 False None None False None False 2305512.6072 0 3411471 120593 None UNI SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 20516.93 False None None False None False 12532356.3519 0 3411472 120593 None UNI SR 2023-24 Volume 3 Item No 4.2 (v) ( Page N By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2922.8 2922.8 5452.34 False None None False None False 15936099.352 0 3411473 120593 None UNI SR 2023-24 Volume 3 Item No 4.17 ( Page No Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 5148.65 False None None False None False 16324309.69 0 3411474 120593 None Providing and applying primer coat with SS1 grade Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 50.8 50.8 19535.6 False None None False None False 992408.48 0 3411475 120593 None UNI SR 2023-24 Volume 3 Item No 5.4 ( Page No 3 Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface Sqm 17.35 17.35 19535.6 False None None False None False 338942.66 0 3411476 120593 None UNI SR 2023-24 Volume 3 Item No 5.3 ( Page No 31 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.87 14.87 1592.0 False None None False None False 23673.04 0 3411477 120593 None Dense Graded Bituminous Macadam Grading - II for t Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11707.31 11707.31 1056.38 False None None False None False 12367368.1378 0 3411478 120593 None UNI SR 2023-24 Volume 3 Item No 5.16 C ( Page No Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13572.01 13572.01 633.83 False None None False None False 8602347.0983 0 1719652649000 1 None None Roads Package 686 B construction of box culvert 1895045.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411479 120594 None PWD SR 2023-24 Volume 3 Item No 2.11 (ii) (A) PAGE Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Unit 223.02 223.02 9.29 False None None False None False 2071.8558 0 3411480 120594 None PWD SR 2023-24 Volume 3 Item No 2.17 C ( Page11 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means C. Above 900 mm dia m 1357.94 1357.94 15.0 False None None False None False 20369.1 0 3411481 120594 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N0 8 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 126.37 126.37 154.7 False None None False None False 19549.439 0 3411482 120594 None PWD SR 2023-24 Volume 1 Item No 2.1.3 ( Page No15 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 7420.37 7420.37 16.3 False None None False None False 120952.031 0 3411483 120594 None PWD SR 2023-24 Volume 1 Item No 2.11 h ( Page N 16 Steel Fabrication 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 No 97894.6 97894.6 5.55 False None None False None False 543315.03 0 3411484 120594 None UNI SR 2023-24 Volume 1 Item No 2.4.3 ( Page No16 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/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9420.36 9420.36 46.11 False None None False None False 434372.7996 0 3411485 120594 None 7abc Providing and laying in position Cement Concrete for all Superstructures of building , Road works, ter works, Irrigation works & super structure worksof bridges upto 3.50mheight.Thegranite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage harges of machinery, curingand all other appurtenances required to complete the work as per icalspecifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10174.2 10174.2 12.83 False None None False None False 130534.986 0 3411486 120594 None UNI SR 2023-24 Volume 1 Item No 2.4.3 ( Page No 16 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/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all ppurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8478.33 8478.33 40.5 False None None False None False 343372.365 0 3411487 120594 None PWD SR 2023-24 Volume 3 Item No 12.4 ( Page No 117 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3316.8 3316.8 28.08 False None None False None False 93135.744 0 3411488 120594 None PWD SR 2023-24 Volume 1 Item No 2.2.1 ( Page No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregate Cum 8412.76 8412.76 4.02 False None None False None False 33819.2952 0 3411489 120594 None PWD SR 2023-24 Volume 3 Item No 14.2 ( Page No 129 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each." Cum 3040.51 3040.51 1.86 False None None False None False 5655.3486 0 3411490 120594 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 130.1 130.1 14.1 False None None False None False 1834.41 0 3411491 120594 None PWD SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) cm 1.12 1.12 400.0 False None None False None False 448.0 0 3411492 120594 None PWD SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 926.77 926.77 32.0 False None None False None False 29656.64 0 3411493 120594 None PWD SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 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 587.28 587.28 197.45 False None None False None False 115958.436 0 1719652649000 0 None None Roads Package 686-B, C D repair 166575.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411494 120595 None UNI SR 2023-24 Volume 1 Item No 1.14.1 ( Page 8 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 126.38 126.38 720.0 False None None False None False 90993.6 0 3411495 120595 None UNI SR 2023-24 Volume 1 Item No 2.11 h ( Page N 18 Steel Fabrication 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 97894.63 97894.63 0.067 False None None False None False 6558.94021 0 3411496 120595 None UNI SR 2023-24 Volume 1 Item No 2.2.1 ( Page No 15 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8412.76 8412.76 4.21 False None None False None False 35417.7196 0 3411497 120595 None UNI SR 2023-24 Volume 3 Item No 8.1 ( Page No 66 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 130.1 130.1 26.91 False None None False None False 3500.991 0 3411498 120595 None UNI SR 2023-24 Volume 3 Item No 8.4 ( Page No 63 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) Sqm 1.12 1.12 400.0 False None None False None False 448.0 0 3411499 120595 None UNI SR 2023-24 Volume 3 Item No 8.18 ( Page No 67 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin Cum 926.77 926.77 32.0 False None None False None False 29656.64 0 1719652649000 0 None None Roads Package 686-B, Estimate for junction 1988268.77 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411500 120596 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Sqm 486.93 486.93 1.08 False None None False None False 525.8844 0 3411501 120596 None PWD SR 2023-24 Volume 3 Item No 3.5 ( Page No 17) Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.43 7.43 678.75 False None None False None False 5043.1125 0 3411502 120596 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 117.71 117.71 187.89 False None None False None False 22116.5319 0 3411503 120596 None PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 610.83 610.83 81.9 False None None False None False 50026.977 0 3411504 120596 None PWD SR 2023-24 Volume 3 Item No 4.2 (v) ( Page 23) By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material " Cum 2922.8 2922.8 166.66 False None None False None False 487113.848 0 3411505 120596 None PWD SR 2023-24 Volume 3 Item No 4.17 ( Page No 26) Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3170.6 3170.6 196.13 False None None False None False 621849.778 0 3411506 120596 None PWD SR 2023-24 Volume 3 Item No 5.1 A (I) ( Pag 31 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 50.8 50.8 757.5 False None None False None False 38481.0 0 3411507 120596 None PWD SR 2023-24 Volume 3 Item No 5.3 ( Page No 31) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.87 14.87 757.5 False None None False None False 11264.025 0 3411508 120596 None PWD SR 2023-24 Volume 3 Item No 5.12 (C ) ( Pag 35 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11707.31 11707.31 37.87 False None None False None False 443355.8297 0 3411509 120596 None PWD SR 2023-24 Volume 3 Item No 5.16 C ( Page 38) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 13572.01 13572.01 22.73 False None None False None False 308491.7873 0 1719652649000 0 None None Roads Package 686-B Estimate for field culvert 788198.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411510 120597 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N 8) Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m" Cum 126.37 126.37 31.3 False None None False None False 3955.381 0 3411511 120597 None PWD SR 2023-24 Volume 3 Item No 9.1.i ( Page No 87 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (i). 1000 mm dia" Rmtr 11744.48 11744.48 40.0 False None None False None False 469779.2 0 3411512 120597 None PWD SR 2023-24 Volume 1 Item No 1.8 ( Page No 7 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 587.28 587.28 44.89 False None None False None False 26362.9992 0 3411513 120597 None PWD SR 2023-24 Volume 1 Item No 2.1.3 ( Page No16) 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 7420.37 7420.37 3.08 False None None False None False 22854.7396 0 3411514 120597 None PWD SR 2023-24 Volume 1 Item No 2.11 h ( Page N18) Steel Fabrication 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 97894.62 97894.62 0.35 False None None False None False 34263.117 0 3411515 120597 None SR 2023-24 Volume 1 Item No 2.4.2 ( Page No16 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. Cum 8460.93 8460.93 27.3 False None None False None False 230983.389 0 1719652649000 0 None None Roads Package 686 B Road furniture 2972618.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411516 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 ii ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle Each 5803.48 5803.48 38.0 False None None False None False 220532.24 0 3411517 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 iv ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle" Each 4430.66 4430.66 3.0 False None None False None False 13291.98 0 3411518 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 viii ( Page Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular Each 5323.98 5323.98 41.0 False None None False None False 218283.18 0 3411519 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 x ( Page No Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular Each 6711.66 6711.66 4.0 False None None False None False 26846.64 0 3411520 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 xii ( Page Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular Each 5233.54 5233.54 60.0 False None None False None False 314012.4 0 3411521 120598 None PWD SR 2023-24 Volume 3 Item No 8.5 xv ( Page N Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon Each 8055.98 8055.98 3.0 False None None False None False 24167.94 0 3411522 120598 None PWD SR 2023-24 Volume 3 Item No 8.7 ( Page No 6 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing" Sqm 11163.39 11163.39 4.32 False None None False None False 48225.8448 0 3411523 120598 None PWD SR 2023-24 Volume 3 Item No 8.15 ( Page No Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 656.67 656.67 1174.5 False None None False None False 771258.915 0 3411524 120598 None PWD SR 2023-24 Volume 3 Item No 8.13 (i) ( Page Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) Sqm 251.52 251.52 7.69 False None None False None False 1934.1888 0 3411525 120598 None PWD SR 2023-24 Volume 3 Item No 8.16 (ii) ( Pag Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (ii) Ordinary kilometer stone (precast)" Each 3626.55 3626.55 4.0 False None None False None False 14506.2 0 3411526 120598 None PWD SR 2023-24 Volume 3 Item No 8.16 (iii) ( P Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)" Each 1043.24 1043.24 14.0 False None None False None False 14605.36 0 3411527 120598 None PWD SR 2023-24 Volume 3 Item No 8.4 ( Page No 6 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman cm 1.12 1.12 2090.0 False None None False None False 2340.8 0 3411528 120598 None PWD SR 2023-24 Volume 3 Item No 8.18 ( Page No Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 926.77 926.77 240.0 False None None False None False 222424.8 0 3411529 120598 None PWD SR 2023-24 Volume 3 Item No 8.17 ( Page No Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings." No 2504.02 2504.02 90.0 False None None False None False 225361.8 0 3411530 120598 None PWD SR 2023-24 Volume 3 Item No ( Page No 80 ) Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022" Unit 56317.51 56317.51 4.0 False None None False None False 225270.04 0 3411531 120598 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m No 126.38 126.38 255.0 False None None False None False 32226.9 0 3411532 120598 None PWD SR 2023-24 Volume 3 Item No 8.29(i) ( Page Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service" Each 2740.67 2740.67 125.0 False None None False None False 342583.75 0 3411533 120598 None PWD SR 2023-24 Volume 3 Item No 8.43 ( Page No Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer." Each 452.24 452.24 528.0 False None None False None False 238782.72 0 3411534 120598 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 126.38 126.38 4.95 False None None False None False 625.581 0 3411535 120598 None PWD SR 2023-24 Volume 3 Item No 8.7 ( Page No 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing" Nos 11163.39 11163.39 0.81 False None None False None False 9042.3459 0 3411536 120598 None UNI SR 2023-24 Volume 3 Item No 8.16(i) ( Page 67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast Each 6295.36 6295.36 1.0 False None None False None False 6295.36 0 1719652649000 0 None None Roads Package 686 -B Drain 1053181.51 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411537 120599 None PWD SR 2023-24 Volume 1 Item No 1.14.1 ( Page N Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m" Cum 126.38 126.38 273.6 False None None False None False 34577.568 0 3411538 120599 None PWD SR 2023-24 Volume 1 Item No 2.1.3 ( Page No 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 7420.37 7420.37 24.0 False None None False None False 178088.88 0 3411539 120599 None PWD SR 2023-24 Volume 1 Item No 2.11 h ( Page N Steel Fabrication 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 97894.63 97894.63 2.65 False None None False None False 259420.7695 0 3411540 120599 None PWD SR 2023-24 Volume 1 Item No 2.4.2 ( Page No 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 Raft Cum 7834.2 7834.2 19.2 False None None False None False 150416.64 0 3411541 120599 None 1ABC 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 Wall Cum 10576.17 10576.17 36.0 False None None False None False 380742.12 0 3411542 120599 None 2ABC 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 Cover Slab Cum 9401.04 9401.04 4.8 False None None False None False 45124.992 0 3411543 120599 None UNI SR 2023-24 Volume 3 Item No 2.8(ii)A ( Page 10 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20 Cum 890.84 890.84 5.4 False None None False None False 4810.536 0 1719652649000 0 None None Roads Package 686 B water supply 689608.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411544 120600 None UNI SR 2023-24 Volume 1 Item No 1.6.1 ( Page No6) Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. No 599.68 599.68 540.0 False None None False None False 323827.2 0 3411545 120600 None UNI SR 2023-24 Volume 5 ItemNo 10.1.5(Page No 113) 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 63mm No 199.48 199.48 240.0 False None None False None False 47875.2 0 3411546 120600 None UNI SR 2023-24 Volume 5 Item No 2.23 ( Page No 22) Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete No 6857.9 6857.9 4.0 False None None False None False 27431.6 0 3411547 120600 None UNI SR 2023-24 Volume 5 Item No 2.5 ( Page No 33) Providing and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 forservice connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads etc. complete No 3407.3 3407.3 4.0 False None None False None False 13629.2 0 3411548 120600 None UNI SR 2023-24 Volume 5 Item No 2.23 ( Page No113 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: PV 90mm dia Rmtr 364.27 364.27 760.0 False None None False None False 276845.2 0 1719652649000 1 None None Roads Package 686 B Electrical estimate 543755.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411549 120601 None 1.1.1 Ordinary Soil Per Pit 779.33 779.33 7.0 False None None False None False 5455.31 0 3411550 120601 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 7.0 False None None False None False 9653.07 0 3411551 120601 None 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785" No 8767.16 8767.16 7.0 False None None False None False 61370.12 0 3411552 120601 None 1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards" Nos 5202.56 5202.56 2.0 False None None False None False 10405.12 0 3411553 120601 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 2.0 False None None False None False 2758.02 0 3411554 120601 None 2.03 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)" No 1089.08 1089.08 7.0 False None None False None False 7623.56 0 3411555 120601 None 3.01 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound)" Set 890.84 890.84 7.0 False None None False None False 6235.88 0 3411556 120601 None 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos 254.0 254.0 21.0 False None None False None False 5334.0 0 3411557 120601 None 6.08 DISC Insulator 45 kN Porcelain Nos 631.89 631.89 3.0 False None None False None False 1895.67 0 3411558 120601 None 6.05 Releasing of Rabbit Conductor Per Km 4970.87 4970.87 0.945 False None None False None False 4697.47215 0 3411559 120601 None 7.02 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 57283.93 57283.93 0.945 False None None False None False 54133.31385 0 3411560 120601 None 6.02 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,)" Per Km 6483.69 6483.69 0.945 False None None False None False 6127.08705 0 3411561 120601 None 9.03 PG Clamp Rabbit to Rabbit No 126.38 126.38 21.0 False None None False None False 2653.98 0 3411562 120601 None 10.06 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 391.52 391.52 21.0 False None None False None False 8221.92 0 3411563 120601 None 2.05 LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 358.07 358.07 1.0 False None None False None False 358.07 0 3411564 120601 None 2.07 LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 163.55 163.55 1.0 False None None False None False 163.55 0 3411565 120601 None 5.02 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Set 151.16 151.16 1.0 False None None False None False 151.16 0 3411566 120601 None 5.01 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 151.16 151.16 1.0 False None None False None False 151.16 0 3411567 120601 None 6.03 1.1 kV Ceramic Pin Insulator (Shell only) Nos 38.41 38.41 5.0 False None None False None False 192.05 0 3411568 120601 None 6.06 No. 8 Strain Insulator Nos 33.45 33.45 5.0 False None None False None False 167.25 0 3411569 120601 None 2.16 Spiral Earth Electrode Nos 296.12 296.12 9.0 False None None False None False 2665.08 0 3411570 120601 None 4.03 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 115.23 115.23 9.8 False None None False None False 1129.254 0 3411571 120601 None 24.01 11 kV, GOS a) 200 Amps, Single Break " Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0 3411572 120601 None 13.02 Labour for 11 kV, GOS a) 200 Amps, Single Break" Set 1367.86 1367.86 1.0 False None None False None False 1367.86 0 3411573 120601 None 1.8.1.a a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 338.25 338.25 9.0 False None None False None False 3044.25 0 3411574 120601 None 1.8.1.b b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 438.61 438.61 9.0 False None None False None False 3947.49 0 3411575 120601 None 1.8.2.a 9 Mtr support (650x500x1700mm) Each 3912.76 3912.76 9.0 False None None False None False 35214.84 0 3411576 120601 None 1.8.2.g Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 247.8 247.8 1.0 False None None False None False 247.8 0 3411577 120601 None 21.02 for Poles 25 to 105 Mtr Per Pole 353.12 353.12 7.0 False None None False None False 2471.84 0 3411578 120601 None 22.02 For ACSR Conductors 25 to 105 Mtr Per Km 152.4 152.4 0.945 False None None False None False 144.018 0 3411579 120601 None 26.02 9 Mtr RCC/PSCC Pole No 175.94 175.94 7.0 False None None False None False 1231.58 0 3411580 120601 None 5.06 Fixing of HT/LT Single Top Support Each 138.77 138.77 7.0 False None None False None False 971.39 0 3411581 120601 None 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long RCC (145 Kg WL)/PSCC (300 Kg WL) Pole including fixing of Structure Materials, Erection of Poles etc., complete for mounting of Transformer as per approved drawing For 25/63/100 kVA " Per 100 7093.28 7093.28 3.0 False None None False None False 21279.84 0 3411582 120601 None 21.04 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI" Set 29815.3 29815.3 3.0 False None None False None False 89445.9 0 3411583 120601 None 6.08 11KV, 5KN Polymeric Pin insulators (24mm Dia FRP Rod) DISC Insulator 45 kN Porcelain No 631.89 631.89 3.0 False None None False None False 1895.67 0 3411584 120601 None 19.02 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 1962.58 1962.58 9.0 False None None False None False 17663.22 0 3411585 120601 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)" Set 7930.84 7930.84 3.0 False None None False None False 23792.52 0 3411586 120601 None 67.2 supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2)Caution/Danger Board No 185.85 185.85 3.0 False None None False None False 557.55 0 3411587 120601 None 4.02 Anti Climbing Device (12 Mtr GI Barbed wire) No 110.27 110.27 3.0 False None None False None False 330.81 0 3411588 120601 None 6.18.3 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18)8 SWG GI Wire (44/6.18.3) Mtr 23.54 23.54 450.0 False None None False None False 10593.0 0 3411589 120601 None 17.01 LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)" No 2506.5 2506.5 3.0 False None None False None False 7519.5 0 3411590 120601 None 27.02 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading63 kVA " No. 353.12 353.12 1.0 False None None False None False 353.12 0 3411591 120601 None 27.03 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3411592 120601 None 27.07 63 kVA No 353.12 353.12 1.0 False None None False None False 353.12 0 3411593 120601 None 27.08 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3411594 120601 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 7930.84 7930.84 1.0 False None None False None False 7930.84 0 3411595 120601 None 54.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 920.58 920.58 12.0 False None None False None False 11046.96 0 3411596 120601 None 54.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 837.56 837.56 12.0 False None None False None False 10050.72 0 3411597 120601 None 54.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag No 384.09 384.09 12.0 False None None False None False 4609.08 0 3411598 120601 None 54.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified No 2691.11 2691.11 12.0 False None None False None False 32293.32 0 3411599 120601 None 27.02 GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018) Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0 3411600 120601 None 15.17.1 LT Wiring Kit 63/100 KVA (87/15.17.1) Set 5263.52 5263.52 3.0 False None None False None False 15790.56 0 3411601 120601 None 15.17.1 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)" Set 1324.49 1324.49 3.0 False None None False None False 3973.47 0 3411602 120601 None 24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)" Set 5367.35 5367.35 3.0 False None None False None False 16102.05 0 3411603 120601 None 24.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr No 1172.09 1172.09 3.0 False None None False None False 3516.27 0 1719652650000 0 None None Roads Package 686 B-1st year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411604 120602 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.45.48 qty to be executed 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411605 120602 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (2274.00mtr qty to be executed) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411606 120602 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (1137 sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411607 120602 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(208.45sqm qty to be executed) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411608 120602 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. PWD, Bangalore, (180 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719652650000 0 None None Roads Package 686 B 2nd Year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411609 120603 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(68.22 qty to be executed) " 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411610 120603 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (3032 mtr qty to be executed) " Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411611 120603 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (341 sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411612 120603 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(208.45Sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411613 120603 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8 ) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. (180 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719652650000 0 None None Roads Package 686 3rd year maintenance 335919.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411614 120604 None PWD SR 2023-24 Volume 3 Item No 2.6 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " ha 545.36 545.36 45.48 False None None False None False 24802.9728 0 3411615 120604 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.33 8.33 3032.0 False None None False None False 25256.56 0 3411616 120604 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No 91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 54.12 54.12 341.0 False None None False None False 18454.92 0 3411617 120604 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 134.6 134.6 1137.0 False None None False None False 153040.2 0 3411618 120604 None PWD SR 2023-24 Volume 3 Item No 16.22 ( Page No147 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 2753.16 2753.16 3.79 False None None False None False 10434.4764 0 3411619 120604 None PWD SR 2023-24 Volume 3 Item No 16.24i ( Page 148) Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " Km 285.86 285.86 19.0 False None None False None False 5431.34 0 3411620 120604 None PWD SR 2023-24 Volume 3 Item No 10.4 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 591.15 591.15 104.22 False None None False None False 61609.653 0 3411621 120604 None PWD SR 2023-24 Volume 1 Item No 1.14.1( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 131.83 131.83 180.0 False None None False None False 23729.4 0 3411622 120604 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 151.26 151.26 87.0 False None None False None False 13159.62 0 1719652650000 0 None None Roads Package 686 4th year maintenance 330678.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411623 120605 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " Sqm 564.84 564.84 68.22 False None None False None False 38533.3848 0 3411624 120605 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page 147) Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.62 8.62 3032.0 False None None False None False 26135.84 0 3411625 120605 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 56.05 56.05 341.0 False None None False None False 19113.05 0 3411626 120605 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No 91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 139.41 139.41 1137.0 False None None False None False 158509.17 0 3411627 120605 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 612.26 612.26 104.22 False None None False None False 63809.7372 0 3411628 120605 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 136.54 136.54 180.0 False None None False None False 24577.2 0 1719652650000 0 None None Roads Package 686 B-5th year maintenance 408112.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411629 120606 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " Sqm 584.31 584.31 68.22 False None None False None False 39861.6282 0 3411630 120606 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.92 8.92 3032.0 False None None False None False 27045.44 0 3411631 120606 None PWD SR 2023-24 Volume 3 Item No 10.3 ( Page No 91) Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 57.99 57.99 341.0 False None None False None False 19774.59 0 3411632 120606 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 144.22 144.22 1137.0 False None None False None False 163978.14 0 3411633 120606 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 633.38 633.38 208.45 False None None False None False 132028.061 0 3411634 120606 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 141.25 141.25 180.0 False None None False None False 25425.0 0 1719652650000 0 None None Roads Package 686 B 6th year renewal 12462485.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411635 120607 None PWD SR 2023-24 Volume 3 Item No 16.22 ( Page No147 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 3048.13 3048.13 3.79 False None None False None False 11552.4127 0 3411636 120607 None PWD SR 2023-24 Volume 3 Item No 16.24 i ( Page148) Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " Km 316.49 316.49 19.0 False None None False None False 6013.31 0 3411637 120607 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 167.46 167.46 24.84 False None None False None False 4159.7064 0 3411638 120607 None PWD SR 2023-24 Volume 3 Item No 5.3i ( Page No 31) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 18.43 18.43 20965.6 False None None False None False 386396.008 0 3411639 120607 None PWD SR 2023-24 Volume 3 Item No 3.6 ( Page No 17) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 757.42 757.42 328.02 False None None False None False 248448.9084 0 3411640 120607 None PWD SR 2023-24 Volume 3 Item No 5.16C ( Page No37) Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 16829.3 16829.3 628.97 False None None False None False 10585124.821 0 3411641 120607 None PWD SR 2023-24 Volume 3 Item No 8.15 ( Page No 67) Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 814.27 814.27 1137.0 False None None False None False 925824.99 0 3411642 120607 None PWD SR 2023-24 Volume 3 Item No 8.41 ( Page No 74) Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer." Nos 560.77 560.77 526.0 False None None False None False 294965.02 0 1719652650000 0 None None Roads Package 686 A-CD Repair 117643.38 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411643 120608 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page No 8) Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or& stacking the selected earth for reuse m including cost of labour, tools, sagerequired to complete the work In all kinds of soils Depth upto 3 m Cum 126.38 126.38 540.0 False None None False None False 68245.2 0 3411644 120608 None PWD SR 2023-24 Volume 3 Item No 8.1 ( Page No 66) Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces No 130.09 130.09 11.27 False None None False None False 1466.1143 0 3411645 120608 None PWD SR 2023-24 Volume 3Item No 8.4 ( Page No 63) Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) No 1.12 1.12 400.0 False None None False None False 448.0 0 3411646 120608 None PWD SR 2023-24 Volume 3 Item No 8.18 ( Page No 67) Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 926.77 926.77 32.0 False None None False None False 29656.64 0 3411647 120608 None PWD SR 2023-24 Volume1 Item No2.11 h p no18 Steel Fabrication 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 97894.63 97894.63 0.03 False None None False None False 2936.8389 0 3411648 120608 None PWD SR 2023-24 Volume 1 Item No 2.2.1 ( Page No Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8412.76 8412.76 1.77 False None None False None False 14890.5852 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719652648000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719652649000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1719652649000 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 1719652649000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1719652649000 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 1719652649000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None 1719652649000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719652649000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1719652649000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1719652649000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None 1719652649000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None 1719652649000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1719652649000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None 1719652649000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None 1719652649000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1719652649000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1719652649000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None 1719652649000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None 1719652649000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None 1719652649000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None 1719652649000 0 None None ELIGIBILITY GST Shall not be paid separately. None 1719652649000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None 1719652649000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None 1719652649000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None 1719652649000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.956.16Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent, Bill copies shall not be accepted None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller: 1 No. 4. Vibratory Road Roller: 1 No. 5.Tippers : 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own Sale agreement with original purchase invoice for own None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability (ii) Machineries could be on Lease/Hire: 1.Wet Mix Plant / Pug mill : 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No. 4. Vibratory Road Roller (6T to 10T): 2 Nos 5.Tandem Roller: 1No 6.Excavator 0.90 Cum Bucket Capacity:2 No 7.Tipper Trucks:6 Nos 8.Self Loading Concrete Mixer 2 M3 Capacity:3 Nos 9. WaTer Tanker: 3 No. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 31364.90Cum 2. GSB/WMM : 20606.8 Cum 3. BM/SDBC/DBM/BC :6370.80Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : 37.80Cum 5. Reinforced Cement Concrete (RCC) M20 & higher grades : 179.90 Cum Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.7 Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity - (AxNx1.5 - B), Where, A - Maximum value of civil engineering works executed in any one year during the last five years taking into account the completed as well as works in progress, N - Number of years prescribed for completion of the works for which tenders are invited 11 month, B - Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 11 month, Note :The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24(a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.3824.65Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns None None None None 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.573.70Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual turnover certificate along with UDIN True Technical Bid Workdone Certificate issued by not below rank of Executive Engineer True Technical Bid Bid Capacity Calculation as per KW Document True Technical Bid Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 True Technical Bid EPF registration False Technical Bid Details of Committed Works True Technical Bid Copies of Tax Registration True Technical Bid Affidavit True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719656771000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Project Officer, SHDP, Bengaluru street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None