createdTs	None
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noticeInvitingTenderDTO	createdTs 1718343897717 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 631000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-06-2024 16:00:00 tenderQueryClose 27-06-2024 16:00:00 technicalBidOpen 29-06-2024 16:30:00 publishedDate 19-06-2024 15:49:44 publishedByPost PWD_EE_DIV_HSPT publishedByUser KPE10057 - DEVADASA T bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 17-06-2024 11:39:34 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Executive Engineer splitEmdRequiredYn True emdBankGuarantee 531000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 080394200231 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1718343897754 version 7 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT10913 title Improvements of road from Kudligi to shivapura via BB Thanda Km 1.0 to 8.0 km At selected Reaches in Kudligi Kudligi (Tq) Vijayanagara Vijayanagara (Dist)(HOA KKRDB) description Improvements of road from Kudligi to shivapura via BB Thanda Km 1.0 to 8.0 km At selected Reaches in Kudligi Kudligi (Tq) Vijayanagara Vijayanagara (Dist)(HOA,KKRDB) category WORKS categoryText Works ecv 42006551.36 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1694 locationName PWD Division Office Hosapete provisionalAmount 50000000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/KDL/MDR/KKRDB/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718343898000 1 None None Roads Construction of BT Road TSP CATEGORY 3369815.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287025 114212 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).AP.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 tobe 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 (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 9.0 False None None False None False 3713.85 0 3287026 114212 None COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5) Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 937.5 False None None False None False 5906.25 0 3287027 114212 None COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.25 110.25 140.62 False None None False None False 15503.355 0 3287028 114212 None COMMON SR 2023-24, Vol-1, SI.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 3 m Cum 107.1 107.1 271.1 False None None False None False 29034.81 0 3287029 114212 None COMMON SR 2023-24, Vol-1, SI.No.1.8, 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, Cum 497.7 497.7 464.98 False None None False None False 231420.546 0 3287030 114212 None COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 162.65 False None None False None False 20323.1175 0 3287031 114212 None COMMON SR 2023-24,Vol-3, 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No - 17 Cum 517.65 517.65 284.38 False None None False None False 147209.307 0 3287032 114212 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) 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 (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.35 2611.35 293.06 False None None False None False 765282.231 0 3287033 114212 None COMMON SR 2023-24, Vol-3 Sl.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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2686.95 2686.95 343.75 False None None False None False 923639.0625 0 3287034 114212 None COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i) 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 cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Sqm 43.05 43.05 1375.0 False None None False None False 59193.75 0 3287035 114212 None COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i) 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 broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 1375.0 False None None False None False 17325.0 0 3287036 114212 None COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii(C)P.No 30 Bituminous Macadam Grading - II for traffic 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 @ 3.4% 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) Cum 8044.05 8044.05 68.75 False None None False None False 553028.4375 0 3287037 114212 None COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 34.38 False None None False None False 366477.048 0 3287038 114212 None COMMON SR 2023- 24, Vol-3 Sl.No. 8.15 ,P.No - 67 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.803 (COMMON SR 2023- 24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 75.0 False None None False None False 41737.5 0 3287039 114212 None COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) Each 383.25 383.25 168.0 False None None False None False 64386.0 0 3287040 114212 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) Nos 6546.75 6546.75 1.0 False None None False None False 6546.75 0 3287041 114212 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) 1 * 6 Reels 4918.2 4918.2 1.0 False None None False None False 4918.2 0 3287042 114212 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) Each 785.4 785.4 20.0 False None None False None False 15708.0 0 3287043 114212 None COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67 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 with80 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. (COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67) Each 2122.05 2122.05 40.0 False None None False None False 84882.0 0 3287044 114212 None CSR 2023-24, Vol-3 Page No.67 It No.8.16(iii) 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) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 884.1 884.1 2.0 False None None False None False 1768.2 0 3287045 114212 None COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto evel and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. (Plain Terrain New Alignment)incharge.(COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129) Km 47250.0 47250.0 0.25 False None None False None False 11812.5 0 1718343898000 0 None None Roads Construction of BT Road(GENERAL INTEREST) 4200639.11 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287046 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No9 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 tobe 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 (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 11.52 False None None False None False 4753.728 0 3287047 114213 None COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 1200.0 False None None False None False 7560.0 0 3287048 114213 None COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.25 110.25 180.0 False None None False None False 19845.0 0 3287049 114213 None COMMON SR 2023-24, Vol-1, P.NO -8 Item No 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depthupto 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 3 m (COMMON SR 2023-24, Vol-1, P.NO -8 Item No 1.14.1 Cum 107.1 107.1 372.2 False None None False None False 39862.62 0 3287050 114213 None COMMON SR 2023-24, Vol-1, SI.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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 597.6 False None None False None False 297425.52 0 3287051 114213 None COMMON SR 2021-22, Vol-1, SI.No. 1.7, Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 223.32 False None None False None False 27903.834 0 3287052 114213 None COMMON SR 2023-24,Vol-3, 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) Cum 517.65 517.65 364.0 False None None False None False 188424.6 0 3287053 114213 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 2 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 (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23 Cum 2611.35 2611.35 375.12 False None None False None False 979569.612 0 3287054 114213 None COMMON SR 2023-24, Vol-3 Sl.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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2686.95 2686.95 440.0 False None None False None False 1182258.0 0 3287055 114213 None COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 3 Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Sqm 43.05 43.05 1760.0 False None None False None False 75768.0 0 3287056 114213 None COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), 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 broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 1760.0 False None None False None False 22176.0 0 3287057 114213 None COMMON SR 2023-24,Vol-3 Sl.No.5.8 ii(C)P.No -30 Bituminous Macadam Grading - II for traffic 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 @ 3.4% 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) Cum 8044.05 8044.05 88.0 False None None False None False 707876.4 0 3287058 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 44.0 False None None False None False 469022.4 0 3287059 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) 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.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 96.0 False None None False None False 53424.0 0 3287060 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) Each 383.25 383.25 214.0 False None None False None False 82015.5 0 3287061 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) Nos 6546.75 6546.75 2.0 False None None False None False 13093.5 0 3287062 114213 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) Nos 4918.2 4918.2 1.0 False None None False None False 4918.2 0 3287063 114213 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) Each 785.4 785.4 10.0 False None None False None False 7854.0 0 3287064 114213 None COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 ( 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) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 884.1 884.1 2.0 False None None False None False 1768.2 0 3287065 114213 None CSR2023-24 Pa.No-129 sl no 41 V-2 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto evel and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. (Plain Terrain New Alignment)incharge.(COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129) Km 47250.0 47250.0 0.32 False None None False None False 15120.0 0 1718343898000 1 None None Roads Construction of BT Road (GENERAL ), (Widening of Existing Box Culvert 2V 4.0X3.0X4.0 Ch 1.005Km), (Construction of 2V Pipe Culvert Ch 1.345Km) 26332588.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287066 114214 None SR 2023-24, Vol-3 Sl.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 tobe 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 (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 60.48 False None None False None False 24957.072 0 3287067 114214 None COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 6300.0 False None None False None False 39690.0 0 3287068 114214 None COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.25 110.25 945.0 False None None False None False 104186.25 0 3287069 114214 None COMMON SR 2023-24, Vol-1, P.NO - 8 I no 1.14.1 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 3 m Cum 107.1 107.1 1838.9 False None None False None False 196946.19 0 3287070 114214 None COMMON SR 2023-24, Vol-1, SI.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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 4254.77 False None None False None False 2117599.029 0 3287071 114214 None COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 1103.35 False None None False None False 137863.5825 0 3287072 114214 None COMMON SR 2023-24,Vol-3, 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) Cum 517.65 517.65 1911.0 False None None False None False 989229.15 0 3287073 114214 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,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 (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.35 2611.35 1969.38 False None None False None False 5142740.463 0 3287074 114214 None COMMON SR 2023-24, Vol-3 Sl.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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2686.95 2686.95 2310.0 False None None False None False 6206854.5 0 3287075 114214 None COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), 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 cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Sqm 43.05 43.05 9240.0 False None None False None False 397782.0 0 3287076 114214 None COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), 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 broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 9240.0 False None None False None False 116424.0 0 3287077 114214 None COMMON SR 2023-24,Vol-3 Sl.No.5.8 -ii (C),P.No -30 Bituminous Macadam Grading - II for traffic 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 @ 3.4% 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) Cum 8044.05 8044.05 462.0 False None None False None False 3716351.1 0 3287078 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 231.0 False None None False None False 2462367.6 0 3287079 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67 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.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 504.0 False None None False None False 280476.0 0 3287080 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) Each 383.25 383.25 1032.0 False None None False None False 395514.0 0 3287081 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite materialsheet 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) Nos 6546.75 6546.75 4.0 False None None False None False 26187.0 0 3287082 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), 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 B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite materialsheet 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (A), P.No - 64 ) Nos 4918.2 4918.2 2.0 False None None False None False 9836.4 0 3287083 114214 None COMMON SR 2023-24, Vol-3, SL.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 long painted 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 (COMMON SR 2023-24, Vol-3, SL.NO. 8.54, P.NO.78) No 9450.0 9450.0 1.0 False None None False None False 9450.0 0 3287084 114214 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) Each 785.4 785.4 20.0 False None None False None False 15708.0 0 3287085 114214 None COMMON SR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings toconform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (COMMON SR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69) m 3822.0 3822.0 20.0 False None None False None False 76440.0 0 3287086 114214 None COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67 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 with80 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. (COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67) Each 2122.05 2122.05 90.0 False None None False None False 190984.5 0 3287087 114214 None COMMON SR 2023-24, Vol-3, SL.NO. 8.48, P.NO.76 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTMD 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge.(COMMON SR 2023-24, Vol-3, SL.NO. 8.48, P.NO.76) Each 3765.3 3765.3 10.0 False None None False None False 37653.0 0 3287088 114214 None COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 ( 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) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 3073.35 3073.35 2.0 False None None False None False 6146.7 0 3287089 114214 None CSR 2023-24, Vol-3 Page No.67 Item No.8.16 (iii) 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) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (iii) Each 884.1 884.1 8.0 False None None False None False 7072.8 0 3287090 114214 None COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto evel and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. (Plain Terrain New Alignment)incharge.(COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129) Km 47250.0 47250.0 1.68 False None None False None False 79380.0 0 3287091 114214 None COMMON SR 2023-24, Vol-3, P.NO - 10, SL. No -2.11 WIDENING OF BOX CULVERT 2V- 4.0mX3.0mx4.0m @ Ch 1.005 Km 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 A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3, P.NO - 10, SL. No -2.11 (II)A) Cum 189.0 189.0 4.32 False None None False None False 816.48 0 3287092 114214 None COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.8 (I WIDENING OF BOX CULVERT 2V- 4.0mX3.0mx4.0m @ Ch 1.005 Km, 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 (COMMON SR 2023-24, Vol-3, P.NO -10, SL. No -2.8 (II)A) Cum 754.95 754.95 29.8 False None None False None False 22497.51 0 3287093 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - WIDENING OF BOX CULVERT 2V- 4.0mX3.0mx4.0m @ Ch 1.005 Km,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 (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 5.0 False None None False None False 2063.25 0 3287094 114214 None COMMON SR 2023-24, Vol-1, P.NO - 8, SL. No -1.14.1 WIDENING OF BOX CULVERT 2V- 4.0mX3.0mx4.0m @ Ch 1.005 Km, 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 3 m (COMMON SR 2023-24, Vol-1, P.NO - 8, SL. No -1.14.1) Cum 107.1 107.1 188.48 False None None False None False 20186.208 0 3287095 114214 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1) Cum 1052.1 1052.1 13.53 False None None False None False 14234.913 0 3287096 114214 None COMMON SR 2023-24, Vol-1, SI.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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 9.02 False None None False None False 4489.254 0 3287097 114214 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 10.52 False None None False None False 66154.494 0 3287098 114214 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 12.63 False None None False None False 83852.4645 0 3287099 114214 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) For Depth of Key Slab Cum 1327.83 1327.83 12.63 False None None False None False 16770.4929 0 3287100 114214 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.15 7185.15 47.44 False None None False None False 340863.516 0 3287101 114214 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Appendix I Additionalities for Formwork, Centering and Scaffolding Bridges SI.No.6-Box Culvert 20 percent ((volume-1 Pg No 112) Cum 1437.03 1437.03 47.44 False None None False None False 68172.7032 0 3287102 114214 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.15 7185.15 49.66 False None None False None False 356814.549 0 3287103 114214 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall Cum 718.51 718.51 49.38 False None None False None False 35480.0238 0 3287104 114214 None COMMON SR 2023-24 Vol-3, P.NO -123, SI.No - 13.13. Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) (COMMON SR 2023-24 Vol-3, P.NO -123, SI.No - 13.13.A) m 4376.4 4376.4 38.5 False None None False None False 168491.4 0 3287105 114214 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90754.65 90754.65 4.6 False None None False None False 417471.39 0 3287106 114214 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90990.9 90990.9 5.4 False None None False None False 491350.86 0 3287107 114214 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No - 14.8 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 (COMMON SR 2023-24 Vol-3, P.NO -130, SL No - 14.8 B) Cum 6555.15 6555.15 15.37 False None None False None False 100752.6555 0 3287108 114214 None COMMON SR 2023-24 Vol-3 Sl.No. 14.1A, P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503.(COMMON SR 2023-24 Vol-3 Sl.No. 14.1A, P.No 129) Cum 2007.6 2007.6 15.75 False None None False None False 31619.7 0 3287109 114214 None COMMON SR 2023-24 VOL-3 Sl.No. 14.9 , P.No 130 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 (COMMON SR 2023-24 VOL-3 Sl.No. 14.9 , P.No 130) Cum 2151.45 2151.45 39.38 False None None False None False 84724.101 0 3287110 114214 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 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. 710.1.4.of IRC:78 and 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4) Cum 2810.85 2810.85 45.87 False None None False None False 128933.6895 0 3287111 114214 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) Cum 1226.4 1226.4 91.85 False None None False None False 112644.84 0 3287112 114214 None COMMON SR 2023- 24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 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 (COMMON SR 2023- 24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.35 2611.35 6.0 False None None False None False 15668.1 0 3287113 114214 None COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 (COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8) Cum 7151.55 7151.55 6.0 False None None False None False 42909.3 0 3287114 114214 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 (COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9)) Cum 12426.75 12426.75 8.0 False None None False None False 99414.0 0 3287115 114214 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 (COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7) Nos 3434.55 3434.55 4.0 False None None False None False 13738.2 0 3287116 114214 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 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. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) Sqm 88.2 88.2 94.32 False None None False None False 8319.024 0 3287117 114214 None COMMON SR 2023- 24, Vol-3, SL.NO. 8.25, P.NO.69 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (COMMON SR 2023- 24, Vol-3, SL.NO. 8.25, P.NO.69) Each 3822.0 3822.0 40.0 False None None False None False 152880.0 0 3287118 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No TWO VENT CROSS DRAINAGE - 1 No's @ CH 1.345 KM, 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, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 4.32 False None None False None False 816.48 0 3287119 114214 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 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 3 m (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 27.0 False None None False None False 2891.7 0 3287120 114214 None COMMON SR 2023-24 Vol-1, P.NO -15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15 Cum 6288.45 6288.45 3.96 False None None False None False 24902.262 0 3287121 114214 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 7170.28 7170.28 27.68 False None None False None False 198473.3504 0 3287122 114214 None CSR For 2023-24 Item No Page No 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 t 90754.65 90754.65 1.52 False None None False None False 137947.068 0 3287123 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 14 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 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) m 8355.9 8355.9 20.0 False None None False None False 167118.0 0 3287124 114214 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 14 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. 750mm dia (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) m 3501.75 3501.75 10.0 False None None False None False 35017.5 0 3287125 114214 None COMMON SR 2023-24, Vol-1, SI.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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 133.0 False None None False None False 66194.1 0 3287126 114214 None Formwork, Centering & Scaffolding -SI.No.11 Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 (COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8 B) Appendix I Additionalities for Formwork, Centering and Scaffolding -SI.No.11- Earth Retaining structures 10 PERCENT (volume-1 Pg No 112) For Curtain Wall Cum 655.51 655.51 15.37 False None None False None False 10075.1887 0 1718343898000 1 None None Roads Construction of BT Road (SCP) 8103508.24 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3287127 114215 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 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 tobe 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 (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.7 412.7 20.16 False None None False None False 8320.032 0 3287128 114215 None COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5 Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (COMMON SR 2023-24, Vol-3, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 2100.0 False None None False None False 13230.0 0 3287129 114215 None COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 Compacting original ground supporting embankment : Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.3 110.3 315.0 False None None False None False 34744.5 0 3287130 114215 None CSR For 2023-24 Item No 1.14.2Page 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 3 m (COMMON Cum 107.1 107.1 624.5 False None None False None False 66883.95 0 3287131 114215 None COMMON SR 2023-24, Vol-1, SI.No.1.8 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, Cum 497.7 497.7 934.28 False None None False None False 464991.156 0 3287132 114215 None COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.(COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 374.68 False None None False None False 46816.266 0 3287133 114215 None COMMON SR 2023-24,Vol-3, 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No - 17) Cum 517.65 517.65 646.8 False None None False None False 334816.02 0 3287134 114215 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,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 (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.35 2611.35 656.46 False None None False None False 1714246.821 0 3287135 114215 None COMMON SR 2023-24, Vol-3 Sl.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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2686.95 2686.95 770.0 False None None False None False 2068951.5 0 3287136 114215 None COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 3 Prime Coat over WMM/WBM 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Sqm 43.05 43.05 3080.0 False None None False None False 132594.0 0 3287137 114215 None COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), 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 broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 3080.0 False None None False None False 38808.0 0 3287138 114215 None COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - Bituminous Macadam Grading - II for traffic 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 @ 3.4% 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 (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) Cum 8044.05 8044.05 154.0 False None None False None False 1238783.7 0 3287139 114215 None COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 77.0 False None None False None False 820789.2 0 3287140 114215 None COMMON SR 2023-24, Vol-3 Sl.No. 16.28,P.No - 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(COMMON SR 2023-24, Vol-3 Sl.No. 16.28,P.No - 149) Cum 7091.7 7091.7 42.0 False None None False None False 297851.4 0 3287141 114215 None COMMON SR 2023- 24, Vol-3 Sl.No. 8.15 ,P.No - 67 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.803 (COMMON SR 2023- 24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 168.0 False None None False None False 93492.0 0 3287142 114215 None COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.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. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) Each 383.25 383.25 374.0 False None None False None False 143335.5 0 3287143 114215 None COMMON SR 2023-24, Vol- 3 Sl.No. 8.5 (A), P.No - 6 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol- 3 Sl.No. 8.5 (A), P.No - 64 ) Nos 6546.75 6546.75 2.0 False None None False None False 13093.5 0 3287144 114215 None COMMON SR 2023-24, Vol- 3 Sl.No. 8.5 (A), P.No - 6 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2023-24, Vol- 3 Sl.No. 8.5 (A), P.No - 64 ) Nos 4918.2 4918.2 2.0 False None None False None False 9836.4 0 3287145 114215 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) Each 785.4 785.4 25.0 False None None False None False 19635.0 0 3287146 114215 None COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67 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. (COMMON SR 2023-24, Vol-3, SL.NO. 8.17, P.NO.67) Each 2122.05 2122.05 80.0 False None None False None False 169764.0 0 3287147 114215 None COMMON SR 2023-24, Vol- 3, SL.NO. 8.48, P.NO.76 Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge.(COMMON SR 2023-24, Vol- 3, SL.NO. 8.48, P.NO.76) Each 3765.3 3765.3 10.0 False None None False None False 37653.0 0 3287148 114215 None COMMON SR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69 Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings toconform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (COMMON SR 2023-24, Vol-3, SL.NO. 8.25, P.NO.69) m 3822.0 3822.0 80.0 False None None False None False 305760.0 0 3287149 114215 None COMMON SR 2023-24, Vol-3 Page No.67 ItemNo.8.16 ii 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) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 884.1 884.1 3.0 False None None False None False 2652.3 0 3287150 114215 None COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto evel and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. (Plain Terrain New Alignment)incharge.(COMMON SR 2023-24, Vol-1, SL.NO. 41, P.NO.129) Km 47250.0 47250.0 0.56 False None None False None False 26460.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718343899000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718343899000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718343899000 1 None None ELIGIBILITY Conditional tenders will not be accepted. None 1718343899000 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 1718343899000 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 1718344774000 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 1718344778000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year(both days inclusive). None 1718344782000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification. None 1718344788000 0 None None ELIGIBILITY The tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the Bidder None 1718344793000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1718344797000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing KPP-Portal None 1718344802000 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 1718344806000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1718344812000 0 None None ELIGIBILITY As per circular of Govt. of Karnataka Government Order No. PWD 107 CRM 2013, Bangalore, Dated: 20.02.2014, If the tenderer uploads the Bank Guarantee, but does not produce original at the time of technical scrutiny, such tenders will not be disqualified either in the technical bid stage or financial bid stage. But the qualified tenderer (L1) must submit the original copy of the BG at the time of agreement. None 1718344816000 0 None None ELIGIBILITY The contractor shall bound to comply the prevailing rules and regulations with regard to the EPF rules and any modifications before and after execution of agreement None 1718344819000 0 None None ELIGIBILITY After the award of the contract, the contractor has to furnish the details in respect of labour employed and the EPF details for this work in every RA bill. None 1718344826000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1718344831000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1718344836000 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 1718344841000 0 None None ELIGIBILITY The star rates inrespect of specified materials ( Cement, Steel and Bitumen) shall be payable as per CIRCULAR NO.PWD 159 CRM 2009 Bangalore Dated 30.09.2010 None 1718344845000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next section. None 1718344849000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon) None 1718344853000 0 None None ELIGIBILITY The earnest money deposit shall be in two parts i.e.,Part (1) Rs.1,00,000 by e.payment and balance Part (2) Rs. Balance amount as specified in the KPP portal shall be in the form of Bank Guarantee in the prescribed format obtained from the Nationalized / Schedule Bank FDR or specified small savings instrument pledged to the Executive Engineer, Public Works Department Division, HOSAPETE payable at HOSAPETE before the prescribed date and time of opening of Technical Bid without fail None 1718344857000 0 None None ELIGIBILITY Any dispute or difference or claim arising out of, or in connection with, or relating to the present contract or the breach, termination or invalid thereof shall be referred and settled under the Arbitration centre Karnataka (Domastic and international Rules 2012,by one or more arbitratiors appointed in accordance with its rules None 1718344862000 0 None None ELIGIBILITY The deffect liability period is one year (1Year)from the date of actual completion of work. None 1718344868000 0 None None ELIGIBILITY 18%GST Will paid extra to the executed quantites 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 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 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2019-20, 2020-21 2021-22,2022-23 & 2023-24 b) Executed in any one year, the following minimum quantities of work: 1 Earth work /Embankment/Sub Grade/Shoulder 11636 Cum 2.BM SDBC 928.00Cum 3.WMM/WBM 3091.00 Cum 4.GSB 2641.00 CUM 5. CC/RCC/Pavement 170.00 cum 5.Steel 9.22 Tonnes Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None To qualify for award of this contract, each Tenderer in his 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 work such as B.T Work of value not less than Rs.210.03Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None a) Excavator JCB/Hitachi/Excavator :Total 2 Nos, 1No own, 1 No Own/Lease b) Vibratory road roller : 1 No own , c) Mechanical Grader: 1 No own D)Mechanical Paver Finisher: 1 No own , E) Tippers : Total 4 Nos, 2No own, 2 No Own/Lease F) vehicle mounted water Tanker : Total 4 Nos, 2No own, 2 No Own/Lease g)Butimunious Sprayer : 1 No own h) Pug mill: 1 No. Own i) Hot Mix Plant 40/60 TPH : 1 No own J) Ajax/CC Mixture: 1 No Own Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinery None None None None To qualify for award of this contract, each Tenderer in his 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.840.13Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid Assets and /or availability of credit facilities of no less than Rs.140.02lakhs (Credit Lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate True Technical Bid Annual Turnover Certificate Not below the rank of Charterd Accountant,The bidder should mention the UDIN No True Technical Bid Single Work Done Certificate Not Below the rank of Executive Engineer/Work indent should be mentioned True Technical Bid Quantity Wise Work Done Certificate/Work indent should be mentioned True Technical Bid Liquid Assets True Technical Bid GST CERTIFICATE True Technical Bid Principal Place of Business. True Technical Bid Tender Bid Capacity True Technical Bid List of Existing commitments & Ongoing works- Format-5 True Technical Bid List of works for which tenders acceptence letter received-Format-6 True Technical Bid List of works for which tenders already submitted-Format-7 True Technical Bid Profit and loss ac & Balance sheets for 5 years True Technical Bid Income Tax returns for 5 years True Technical Bid Machinery True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1718345489000 version 0 createdDate None modifiedDate None blockNumber Office Of the Executive Engineer, PWD Division, 100 bed Hospital road street None city Hosapete state Karnataka pin 583201
tenderRecallDTO	None