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noticeInvitingTenderDTO	createdTs 1723536709823 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2490.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-08-2024 16:00:00 tenderQueryClose 20-08-2024 11:00:00 technicalBidOpen 23-08-2024 16:30:00 publishedDate 14-08-2024 15:21:21 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson K SHANKAR splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723536709857 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT11880 title CONSTRUCTION OF BT ROAD FROM OOTY TO WANDALI IN DEODURGA TALUKA RAICHUR DISTRICT UNDER 5054-04-337-0-01-154 APPENDIX-E MDR ROAD IMPROVEMENTS FOR THE YEAR 2023-24 description CONSTRUCTION OF BT ROAD FROM OOTY TO WANDALI IN DEODURGA TALUKA RAICHUR DISTRICT UNDER 5054-04-337-0-01-154 APPENDIX-E MDR ROAD IMPROVEMENTS FOR THE YEAR 2023-24 category WORKS categoryText Works ecv 9954041.03 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 10000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SD-D/APPENDIX-E/5054/2023/24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723536710000 1 None None Roads BT ROAD 8074860.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766254 141769 None PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. (ii) By Mechanical Means using Dozer (A) In area of light jungle Sqm 486.93 486.93 24.5 False None None False None False 11929.785 0 3766255 141769 None PWD SR VOL III 2023-24 (It.No..5, P.No17) 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 1575.0 False None None False None False 11702.25 0 3766256 141769 None PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 130.1 130.1 787.5 False None None False None False 102453.75 0 3766257 141769 None PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 30.98 30.98 1400.0 False None None False None False 43372.0 0 3766258 141769 None PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 2625.0 False None None False None False 1603428.75 0 3766259 141769 None PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) Granular Sub-Base A.Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 3081.39 3081.39 590.63 False None None False None False 1819961.3757 0 3766260 141769 None PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) Wet Mix Macadam (Plant mix method) 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 3170.6 656.25 False None None False None False 2080706.25 0 3766261 141769 None PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 50.8 50.8 2625.0 False None None False None False 133350.0 0 3766262 141769 None PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Cum 9245.42 9245.42 131.25 False None None False None False 1213461.375 0 3766263 141769 None PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) Tack coat on Bituminous surface 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 Sqm 14.87 14.87 2625.0 False None None False None False 39033.75 0 3766264 141769 None PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 12578.33 12578.33 65.62 False None None False None False 825390.0146 0 3766265 141769 None PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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:67:2012. (iv) 60 cm equilateral triangle Each 4465.36 4465.36 8.0 False None None False None False 35722.88 0 3766266 141769 None PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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:67:2012. (viii) 60 cm circular Coil 5388.41 5388.41 8.0 False None None False None False 43107.28 0 3766267 141769 None PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) Reinforced cement concrete M15 grade 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 2.0 False None None False None False 7253.1 0 3766268 141769 None PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) 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 4.0 False None None False None False 4172.96 0 3766269 141769 None PWD SR VOL III 2023-24 (It No 8.18 & P.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 painting Each 926.77 926.77 80.0 False None None False None False 74141.6 0 3766270 141769 None PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 104.08 104.08 51.2 False None None False None False 5328.896 0 3766271 141769 None PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 14.0 False None None False None False 9193.38 0 3766272 141769 None PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size. 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm,3.65 m longpainted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 11151.0 11151.0 1.0 False None None False None False 11151.0 0 1723536710000 1 None None Roads ONE VENT PIPE CULVERT at Ch. 5.500km 306165.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766273 141770 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766274 141770 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766275 141770 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766276 141770 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766277 141770 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766278 141770 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766279 141770 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 1723536710000 1 None None Roads ONE VENT PIPE CULVERT at Ch. 5.300km 306165.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766280 141771 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766281 141771 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766282 141771 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766283 141771 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766284 141771 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766285 141771 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766286 141771 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 1723536710000 1 None None Roads ONE VENT PIPE CULVERT at Ch. 5.700km 306165.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766287 141772 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766288 141772 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766289 141772 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766290 141772 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766291 141772 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766292 141772 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766293 141772 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 1723536710000 1 None None Roads CC ROAD FROM Ch 4.800km to 4.850km 654519.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766294 141773 None PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. Mechanical Means using Dozer 100 Sqm 486.93 486.93 1.5 False None None False None False 730.395 0 3766295 141773 None PWD CSR VOL I 2023-24 (It.No.1.8, P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 75.0 False None None False None False 44046.75 0 3766296 141773 None PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 130.1 130.1 56.25 False None None False None False 7318.125 0 3766297 141773 None PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 610.83 610.83 187.5 False None None False None False 114530.625 0 3766298 141773 None PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) Granular Sub-Base A.Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material Cum 3081.39 3081.39 30.0 False None None False None False 92441.7 0 3766299 141773 None PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) Wet Mix Macadam (Plant mix method) 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 50.0 False None None False None False 158530.0 0 3766300 141773 None PWD SR VOL III 2023-24 (Sl.No.16.27,P.No 149) CEMENT CONCRETE PAVEMENT Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and platevibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7897.39 7897.39 30.0 False None None False None False 236921.7 0 1723536710000 1 None None Roads ONE VENT PIPE CULVERT at Ch. 4.825km 306165.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766301 141774 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766302 141774 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766303 141774 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766304 141774 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766305 141774 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766306 141774 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766307 141774 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 1723536770000 1 None None Roads CONSTRUCTION OF BT ROAD FROM OOTY TO WANDALI IN DEODURGA TALUKA RAICHUR DISTRICT UNDER 5054-04-337-0-01-154 APPENDIX-E MDR ROAD IMPROVEMENTS FOR THE YEAR 2023-24 9954041.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3766422 141776 None PWD SR VOL III 2023-24(It. No 2.5(ii) a P. No. 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. Mechanical Means using Dozer 100 Sqm 486.93 486.93 1.5 False None None False None False 730.395 0 3766382 141776 None PWD SR VOL III 2023-24 (It.No.2.5, P.No 9) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 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. (ii) By Mechanical Means using Dozer (A) In area of light jungle Sqm 486.93 486.93 24.5 False None None False None False 11929.785 0 3766401 141776 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766408 141776 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766415 141776 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766429 141776 None PWD CSR VOL I 2023-24 (It No .1.14.1 & P.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 the work.In all kinds of soils depth upto 3m. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 126.38 126.38 14.88 False None None False None False 1880.5344 0 3766383 141776 None PWD SR VOL III 2023-24 (It.No..5, P.No17) 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 1575.0 False None None False None False 11702.25 0 3766402 141776 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766409 141776 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766416 141776 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766430 141776 None PWD CSR VOL I 2023-24 (It No .1.8 & P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 42.55 False None None False None False 24989.1895 0 3766423 141776 None PWD CSR VOL I 2023-24 (It.No.1.8, P.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. - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 587.29 587.29 75.0 False None None False None False 44046.75 0 3766424 141776 None PWD SR VOL III 2023-24 (It.No. 3.7, P.No. 15) Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 130.1 130.1 56.25 False None None False None False 7318.125 0 3766431 141776 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766417 141776 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766410 141776 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766384 141776 None PWD SR VOL III 2023-24 (Sl.No.3.7, P.No 17) Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Cum 130.1 130.1 787.5 False None None False None False 102453.75 0 3766403 141776 None PWD CSR VOL I 2023-24 (It.No.2.1.5 P.No 15) 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 1:2:4 (M15) Using 40 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 7627.28 7627.28 2.99 False None None False None False 22805.5672 0 3766404 141776 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766411 141776 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766418 141776 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766432 141776 None PWD CSR VOL I 2023-24 (Sl.No.2.3.2, P.No 16) Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 8028.72 8028.72 14.54 False None None False None False 116737.5888 0 3766385 141776 None PWD SR VOL III 2023-24 (It.No.16.8(B), P.No 144) Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means m 30.98 30.98 1400.0 False None None False None False 43372.0 0 3766425 141776 None PWD SR VOL III 2023-24 (It.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 610.83 610.83 187.5 False None None False None False 114530.625 0 3766405 141776 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766412 141776 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766426 141776 None PWD SR VOL III 2023-24 ( It. No. 4.1(A) P.No. 23 ) Granular Sub-Base A.Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material Cum 3081.39 3081.39 30.0 False None None False None False 92441.7 0 3766419 141776 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766433 141776 None PWD SR VOL III 2023-24 (It.No.16.15,P.No 146) Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 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 Clause 1101.6. - 1000mm dia etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Cum 9859.96 9859.96 7.5 False None None False None False 73949.7 0 3766386 141776 None PWD SR VOL III 2023-24 (Sl.No.3.6, P.No 17) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material 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 2625.0 False None None False None False 1603428.75 0 3766427 141776 None PWD SR VOL III 2023-24 (It.No.4.17, P.No 26) Wet Mix Macadam (Plant mix method) 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 50.0 False None None False None False 158530.0 0 3766387 141776 None PWD SR VOL III 2023-24 (It.No.4.1, P.No 23) Granular Sub-Base A.Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (V) For Grading -V Material - etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 3081.39 3081.39 590.63 False None None False None False 1819961.3757 0 3766420 141776 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766434 141776 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766413 141776 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766406 141776 None PWD CSR VOL I 2023-24 (It.No.2.11(h), P.No 18) 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.h. all other type of structure- etc., complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge Tonne 107090.49 107090.49 0.5 False None None False None False 53545.245 0 3766388 141776 None PWD SR VOL III 2023-24 (It No 4.17 & P.No 26) Wet Mix Macadam (Plant mix method) 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 3170.6 656.25 False None None False None False 2080706.25 0 3766428 141776 None PWD SR VOL III 2023-24 (Sl.No.16.27,P.No 149) CEMENT CONCRETE PAVEMENT Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and platevibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 7897.39 7897.39 30.0 False None None False None False 236921.7 0 3766407 141776 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 3766435 141776 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 3766421 141776 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 3766414 141776 None PWD CSR VOL I 2023-24 ( It.SL.11, P. No 112) ADD for formwork, centring & Scaffolding Above Item of PWD SR Consider Item M25 Concrete Qty -Earth retaining structures 10%.complete with all leads and lifts as per specifications and as directed by the Engineer-in-charge. Cum 843.02 843.02 14.54 False None None False None False 12257.5108 0 3766389 141776 None PWD SR VOL III 2023-24 (It No 5.1 & P.No 31) Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including leaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Sqm 50.8 50.8 2625.0 False None None False None False 133350.0 0 3766390 141776 None PWD SR VOL III 2023-24 (It No 5.6 (i)-C & P.No 32) Bituminous Macadam Grading - I for traffic less 20 MSA Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Cum 9245.42 9245.42 131.25 False None None False None False 1213461.375 0 3766391 141776 None PWD SR VOL III 2023-24 (It No 5.3 & P.No 31) Tack coat on Bituminous surface 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 Sqm 14.87 14.87 2625.0 False None None False None False 39033.75 0 3766392 141776 None PWD SR VOL III 2023-24 (It No 5.31 & P.No 43) Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 12578.33 12578.33 65.62 False None None False None False 825390.0146 0 3766393 141776 None PWD SR VOL III 2023-24 (It No 8.6(iv) & P.No 64) Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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:67:2012. (iv) 60 cm equilateral triangle Each 4465.36 4465.36 8.0 False None None False None False 35722.88 0 3766394 141776 None PWD SR VOL III 2023-24 (It No 8.6(viii) & P.No 65) Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 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 mmthickness 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:67:2012. (viii) 60 cm circular Coil 5388.41 5388.41 8.0 False None None False None False 43107.28 0 3766395 141776 None PWD SR VOL III 2023-24 (It.No.8.16(ii), P.No 67) Reinforced cement concrete M15 grade 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 2.0 False None None False None False 7253.1 0 3766396 141776 None PWD SR VOL III 2023-24 (It.No.8.16(iii), P.No 67) 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 4.0 False None None False None False 4172.96 0 3766397 141776 None PWD SR VOL III 2023-24 (It No 8.18 & P.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 painting Each 926.77 926.77 80.0 False None None False None False 74141.6 0 3766398 141776 None PWD SR VOL III 2023-24 (It No 13.14 & P.No 123) Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. Sqm 104.08 104.08 51.2 False None None False None False 5328.896 0 3766399 141776 None PWD SR VOL III 2023-24 (It No 8.15 & P. No 67) Road marking with hot applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 14.0 False None None False None False 9193.38 0 3766400 141776 None PWD SR VOL III 2023-24 (It No 8.54 & P.No 78) Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size. 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm,3.65 m longpainted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Each 11151.0 11151.0 1.0 False None None False None False 11151.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723536711000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723536711000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723536711000 1 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 kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1723536711000 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 1723536711000 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 1723538674000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1723538694000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1723538701000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723538714000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1723538726000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1723538852000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1723538936000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1723538948000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1723539053000 0 None None ELIGIBILITY The work should be completed in 06 (Six) Months ( including monsoon). None 1723539107000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply. None 1723539115000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None 1723622364000 0 None None ELIGIBILITY Defect liability period is Two (2) year from the date of actual completion of the work. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 49.77 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement)(a) Earthwork excavation /Subgrade/Embankment : 2446.00 cum (b)PCC/RCC : 80.00 cum (c)GSB: 497.00cum (d)WMM/WBM:565.00 Cum (e)BM/SDBC:157.00 (F)Steel :1.6 tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 99.54 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 29.86 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Chartered Accountant with UDI Number True Technical Bid Quantity wise workdone certificate True Technical Bid Similar nature of single work done certificate True Technical Bid Bankers certificate / Line of credit True Technical Bid Assesed tender capacity True Technical Bid Any other relevant documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Raichuru Devadurga Raichur DEODURG (SC) OOTY WANDLI None None None None None None
tenderAddress	None
tenderRecallDTO	None