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noticeInvitingTenderDTO	createdTs 1723895968952 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 650000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 28-08-2024 16:00:00 tenderQueryClose 23-08-2024 17:30:00 technicalBidOpen 29-08-2024 16:30:00 publishedDate 19-08-2024 17:37:03 publishedByPost PWD_EE_DIV_SED publishedByUser KPE14118 - DASHWANTH L GAJRE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-08-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SRI SHEKHAPPA TAMDADDI 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 08441276278 mobileNumber 9901098011 tenderSupplierList None
tenderSchedule	createdTs 1723895969000 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT14103 title Approach Road to Rustampur to Sulepet Village of Chincholi Taluka. Under KKRDB Micro Non Social SCP for the year 2023-24(KLB2382411876) description Approach Road to Rustampur to Sulepet Village of Chincholi Taluka. Under KKRDB Micro Non Social SCP for the year 2023-24(KLB2382411876) category WORKS categoryText Works ecv 42366892.26 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1690 locationName PWD Division Office Sedam provisionalAmount 50000000.0 groupOverheadTotal 0.0 fileNumber PWD/SD/CHIN/KKRDB/2024-25/15
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723895969000 0 None None Roads Construction of Bituminous road 3.75m Cariage way 36435415.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798441 144057 None CSR 2023-2024 Item No. 3.5 vol 3 Pg.No. 17 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead 100 Sqm 6.3 6.3 8775.0 False None None False None False 55282.5 0 3798442 144057 None CSR 2023-2024 Item No. 16.8 (B) vol 3 Pg.No. 144 Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by Mechanical means m 26.25 26.25 7754.6 False None None False None False 203558.25 0 3798443 144057 None CSR 2023-2024 Item No. 3.6 vol 3 Pg.No. 17 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 517.65 517.65 3184.32 False None None False None False 1648363.248 0 3798444 144057 None CSR 2023-2024 Item No. 3.6 vol 3 Pg.No. 17 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 517.65 517.65 6424.47 False None None False None False 3325626.8955 0 3798445 144057 None CSR 2023-2024 Item No. 4.2 (v) vol 3 Pg.No. 23 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2476.95 2476.95 4943.25 False None None False None False 12244183.0875 0 3798446 144057 None CSR 2023-2024 Item No. 4.17 vol 3 Pg.No. 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2686.95 2686.95 2925.0 False None None False None False 7859328.75 0 3798447 144057 None CSR 2023-2024 Item No 5.1 A (i) vol 3 pg 31 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 43.05 43.05 14625.0 False None None False None False 629606.25 0 3798448 144057 None CSR 2023-2024 Item No. 5.8 (ii) B vol 3 Pg.No. 32 Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type 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 Cum 7955.85 7955.85 731.25 False None None False None False 5817715.3125 0 3798449 144057 None CSR 2023-2024 Item No. 5.3 (i) vol 3 Pg. No. 31 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 14625.0 False None None False None False 184275.0 0 3798450 144057 None CSR 2023-2024 Item No. 5.31 vol 3 Pg.No. 43 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 10659.6 10659.6 365.62 False None None False None False 3897362.952 0 3798451 144057 None CSR 2023-2024 Item No. 8.16 (ii) vol 3 Pg.No. 67 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Each 3073.35 3073.35 3.0 False None None False None False 9220.05 0 3798452 144057 None CSR 2023-2024 Item No. 8.16 (iii) vol 3 Pg.No. 67 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Each 884.1 884.1 18.0 False None None False None False 15913.8 0 3798453 144057 None CSR 2023-2024 Item No. 8.18 vol 3 Pg.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 785.4 785.4 102.0 False None None False None False 80110.8 0 3798454 144057 None CSR 2023-2024 It No. 8.13 (i) vol 3 Pg.No. 66 Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) Over 10 cm in width Sqm 213.15 213.15 780.0 False None None False None False 166257.0 0 3798455 144057 None CSR 2023-2024 It No. 8.54 vol 3 Pg.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 No 9450.0 9450.0 2.0 False None None False None False 18900.0 0 3798456 144057 None CSR 2023-2024 It No. 8.7 vol 3 Pg.No. 65 Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 1.62 False None None False None False 15326.01 0 3798457 144057 None CSR 2023-2024 It No. 8.6 A (ii) vol 3 Pg.No. 64 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle Each 4985.4 4985.4 3.0 False None None False None False 14956.2 0 3798458 144057 None CSR 2023-2024 It No. 8.6 A (iii) vol 3 Pg.No. 64 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 75 cm equilateral triangle Each 4327.05 4327.05 2.0 False None None False None False 8654.1 0 3798459 144057 None CSR 2023-2024 Item No. 25 Addendum -VI vol 1 Pg.No Preparation of detailed Plans and Estimates of road including typing in 5 copies, ammonia prints, with colouring of plans, proper filing, indexing and paging etc. complete and all types of compliance, if required from Department. Km 16170.0 16170.0 3.9 False None None False None False 63063.0 0 3798460 144057 None CSR 2023-2024 Item No. 42 Addendum -VI vol 1 Pg.No 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 level 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 Existing Alignment) Km 42000.0 42000.0 3.9 False None None False None False 163800.0 0 3798461 144057 None CSR 2023-2024 It No. 8.6 A (xv) vol 3 Pg.No. 65 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm high octagon Each 6956.25 6956.25 2.0 False None None False None False 13912.5 0 1723895969000 0 None None Roads Junction Improvements T junction 194274.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798462 144058 None CSR 2023-2024 Item No. 2.5 (ii) B vol 3 Pg.No. 9 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.9 By Mechanical Means -in light-thorny jungle 100 Sqm 508.2 508.2 0.07 False None None False None False 35.574 0 3798463 144058 None CSR 2023-2024 Item No. 4.17 vol 3 Pg.No. 26 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Cum 2686.95 2686.95 2.14 False None None False None False 5750.073 0 3798464 144058 None CSR 2023-2024 Item No 5.1 A (i) vol 3 pg 31 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Sqm 43.05 43.05 10.72 False None None False None False 461.496 0 3798465 144058 None CSR 2023-2024 Item No. 5.8 (ii) B vol 3 Pg.No. 32 Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type 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 Cum 7955.85 7955.85 0.54 False None None False None False 4296.159 0 3798466 144058 None CSR 2023-2024 Item No. 5.3 vol 3 Pg.No. 31 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 12.6 12.6 10.72 False None None False None False 135.072 0 3798467 144058 None CSR 2023-2024 Item No. 5.31 vol 3 Pg.No. 43 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 10659.6 10659.6 0.27 False None None False None False 2878.092 0 3798468 144058 None CSR 2023-2024 It No. 8.6 A (ii) vol 3 Pg.No. 64 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 90 cm equilateral triangle Each 4985.4 4985.4 2.0 False None None False None False 9970.8 0 3798469 144058 None CSR 2023-2024 It No. 8.6 A (iii) vol 3 Pg.No. 64 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 75 cm equilateral triangle Each 4327.05 4327.05 1.0 False None None False None False 4327.05 0 3798470 144058 None CSR 2023-2024 It No. 8.6 A (xv) vol 3 Pg.No. 65 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm high octagon Each 6956.25 6956.25 3.0 False None None False None False 20868.75 0 3798471 144058 None CSR 2023-2024 It No. 8.7 vol 3 Pg.No. 65 Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 3.24 False None None False None False 30652.02 0 3798472 144058 None CSR 2023-2024 It No. 8.13 (i) vol 3 Pg.No. 66 Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width Sqm 213.15 213.15 9.25 False None None False None False 1971.6375 0 3798473 144058 None CSR 2023-2024 It No. 8.43 vol 3 Pg.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 Sqm 383.25 383.25 250.0 False None None False None False 95812.5 0 3798474 144058 None CSR 2023-2024 Item No. 63 Addendum -VI vol 1 Pg.No Design of junctions including detail layout of traffic signs, informatory boards traffic islands. Breaks in median verge including working levels at junctions as per IRC standards etc. complete. b) Minor Junction No 17115.0 17115.0 1.0 False None None False None False 17115.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 2V 1.2m dia at CH 0.020 505855.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798475 144059 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 110.72 False None None False None False 11858.112 0 3798476 144059 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 6.1 False None None False None False 39819.885 0 3798477 144059 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 15.0 False None None False None False 132693.75 0 3798478 144059 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 31.67 False None None False None False 210261.8805 0 3798479 144059 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 31.67 False None None False None False 16820.8871 0 3798480 144059 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.56 False None None False None False 50822.604 0 3798481 144059 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 13.6 False None None False None False 27303.36 0 3798482 144059 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 2V 1.2m dia at CH 0.150 451934.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798483 144060 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 110.72 False None None False None False 11858.112 0 3798484 144060 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 6.1 False None None False None False 39819.885 0 3798485 144060 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 15.0 False None None False None False 132693.75 0 3798486 144060 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 24.15 False None None False None False 160335.4725 0 3798487 144060 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 24.15 False None None False None False 12826.7895 0 3798488 144060 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.56 False None None False None False 50822.604 0 3798489 144060 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 13.6 False None None False None False 27303.36 0 3798490 144060 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 2V 1.2m dia at CH 0.420 505855.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798491 144061 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 110.72 False None None False None False 11858.112 0 3798492 144061 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 6.1 False None None False None False 39819.885 0 3798493 144061 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 15.0 False None None False None False 132693.75 0 3798494 144061 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 31.67 False None None False None False 210261.8805 0 3798495 144061 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 31.67 False None None False None False 16820.8871 0 3798496 144061 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.56 False None None False None False 50822.604 0 3798497 144061 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 13.6 False None None False None False 27303.36 0 3798498 144061 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 1V 1.2m dia at CH 0.670 348748.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798499 144062 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 70.01 False None None False None False 7498.071 0 3798500 144062 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 3.62 False None None False None False 23630.817 0 3798501 144062 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 7.5 False None None False None False 66346.875 0 3798502 144062 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 23.65 False None None False None False 157015.8975 0 3798503 144062 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 23.65 False None None False None False 12561.2245 0 3798504 144062 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.42 False None None False None False 38116.953 0 3798505 144062 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 13.6 False None None False None False 27303.36 0 3798506 144062 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 4V 1.2m dia at CH 1.850 1012506.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798507 144063 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 192.47 False None None False None False 20613.537 0 3798508 144063 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 11.07 False None None False None False 72263.2995 0 3798509 144063 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 30.0 False None None False None False 265387.5 0 3798510 144063 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 58.7 False None None False None False 389718.105 0 3798511 144063 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 58.7 False None None False None False 31177.331 0 3798512 144063 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.86 False None None False None False 78048.999 0 3798513 144063 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 65.02 False None None False None False 130534.152 0 3798514 144063 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 3798515 144063 None CSR 2023-2024 item no 8.17 vol 3 pg 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 Each 2122.05 2122.05 4.0 False None None False None False 8488.2 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 4V 1.2m dia at CH 1.620 1031287.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798516 144064 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 192.47 False None None False None False 20613.537 0 3798517 144064 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 11.79 False None None False None False 76963.3515 0 3798518 144064 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 30.0 False None None False None False 265387.5 0 3798519 144064 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 58.7 False None None False None False 389718.105 0 3798520 144064 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 58.7 False None None False None False 31177.331 0 3798521 144064 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.86 False None None False None False 78048.999 0 3798522 144064 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 23.5 False None None False None False 47178.6 0 3798523 144064 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 3798524 144064 None CSR 2023-2024 item No. 1.8 Vol 1 Pg 7 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 212.83 False None None False None False 105925.491 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 3V 1.2m dia at CH 2.370 665109.6 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798525 144065 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 151.68 False None None False None False 16244.928 0 3798526 144065 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 8.59 False None None False None False 56074.2315 0 3798527 144065 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 22.5 False None None False None False 199040.625 0 3798528 144065 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 39.85 False None None False None False 264570.1275 0 3798529 144065 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 39.85 False None None False None False 21165.5305 0 3798530 144065 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.71 False None None False None False 64435.8015 0 3798531 144065 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 13.6 False None None False None False 27303.36 0 3798532 144065 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 3V 1.2m dia at CH 3.370 724885.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798533 144066 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 107.1 107.1 151.68 False None None False None False 16244.928 0 3798534 144066 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 8.59 False None None False None False 56074.2315 0 3798535 144066 None CSR 2023-2024 item no 9.1 (ii) vol 3 Pg 87 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200 mm dia m 11305.35 11305.35 22.5 False None None False None False 254370.375 0 3798536 144066 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 40.75 False None None False None False 270545.3625 0 3798537 144066 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 40.75 False None None False None False 21643.5475 0 3798538 144066 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.71 False None None False None False 64435.8015 0 3798539 144066 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 12.6 False None None False None False 25295.76 0 3798540 144066 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Construction of Hume Pipe Culvert 1V 1.2m dia near GuggiKulla Nalla 291936.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798541 144067 None CSR 2023-2024 item no 1.14.1 vol 1 pg 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 70.01 False None None False None False 7498.071 0 3798542 144067 None CSR 2023-2024 item no 2.1.4 vol 1 pg 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 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 1.88 False None None False None False 12272.358 0 3798543 144067 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia Rmtr 8846.25 8846.25 7.5 False None None False None False 66346.875 0 3798544 144067 None CSR 2023-2024 Item No 2.3.1 Vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 18.33 False None None False None False 121695.6195 0 3798545 144067 None Vol-I S R Sl no 8 Page no 111 Addendum I-Percentage Additionalities for Formwork, Centering & Scaffolding for Culverts (Head walls) add 8% Cum 531.13 531.13 18.33 False None None False None False 9735.6129 0 3798546 144067 None CSR 2023-2024 item no 2.11 (c) vol 1 pg 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 Sub structure of Bridges t 90754.65 90754.65 0.42 False None None False None False 38116.953 0 3798547 144067 None CSR 2023-2024 item no 14.4 (A) vol 3 pg 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2007.6 2007.6 9.96 False None None False None False 19995.696 0 3798548 144067 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 1.0 False None None False None False 16275.0 0 1723895969000 0 None None Roads Repairs to Existing CDs 1.180, 3.420 199083.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3798549 144068 None CSR 2023-2024 item No. 16.25 (iii) vol 3 Pg 148 Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specification Sqm 5.25 5.25 1200.0 False None None False None False 6300.0 0 3798550 144068 None CSR 2023-2024 item No. 16.20 (i) vol 3 Pg 147 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 No 2149.35 2149.35 2.0 False None None False None False 4298.7 0 3798551 144068 None CSR 2023-2024 item no 16.15 (a) vol 3 Pg 146 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 1200mm dia m 8846.25 8846.25 15.0 False None None False None False 132693.75 0 3798552 144068 None CSR 2023-2024 item No. 2.3.1 vol 1 Pg 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6639.15 6639.15 2.88 False None None False None False 19120.752 0 3798553 144068 None CSR 2023-2024 item no 8.10 vol 3 pg 66 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 114.45 114.45 36.0 False None None False None False 4120.2 0 3798554 144068 None CSR 2023-2024 Item No. 26 Addendum -VI vol 1 Pg.No Survey of C.D. works including taking L-section of Road, catchment area plan by Traverse method and taking trial pits of size 1.00x1.00x1.50 m including preparation of detailed Plans and Estimates in 5 copies and all types of compliance if required from the Department. No 16275.0 16275.0 2.0 False None None False None False 32550.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723895970000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723895970000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723895970000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1723895970000 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 1723895970000 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 1723895985000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1723895996000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1723896001000 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 1723896006000 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 1723896011000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1723896015000 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 1723896019000 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 1723896024000 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 1723896028000 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 1723896033000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1723896037000 0 None None ELIGIBILITY The defect liability period for this work is 365 days None 1723896041000 0 None None ELIGIBILITY The Department is not responsible for any delay in accessing kppp portal. None 1723896045000 0 None None ELIGIBILITY The rates of all the items appeared in Bill of Quantities are inclusive of all leads and lifts None 1723896049000 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 1723896054000 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 1723896058000 0 None None ELIGIBILITY Bidders are advised to note that , 18% GST will be added to the contract amount. None 1723896063000 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 2023-24 in the Technical Qualification Criteria mentioned in the next section. None 1723896067000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1723896072000 0 None None ELIGIBILITY f 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 1723896077000 1 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon) None 1723896081000 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 1723896086000 0 None None ELIGIBILITY In respect of work costing more than Rs. 1.00 crore, the contractor shall establish field laboratory at his cost with requisite equipment or as stipulated in the Agreement None 1723896169000 0 None None ELIGIBILITY The Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of the IFT for this particular work.The Earnest Money Deposit Rs 6,50,000.00 Through e-payment OR it shall be in two parts. Part 1 Rs. 1,00,000 by epayment. Part 2 Rs 5,50,000 EMD shall be in favour of Executive Engineer PWD Division, Sedam , and may be in the form of Bankers Cheque/ Demand Draft/ Pay Order in favour of Executive Engineer, PWD Division, Sedam, payable at Sedam or cash orSpecified Small Savings Instruments pledged to the Executive Engineer, PWD Department, Sedam Division, Sedam or Bank Guarantee in the prescribed format obtained from any Nationalised/ Scheduled bank. The Part(2) of the EMD shall be delivered to the Executive Engineer before the prescribed date and time of opening of the technical Bids. Scanned Original of the The Part 2 of the EMD shall be uploaded alongwith the technical Bid None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Maximum of Civil Engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. (Financial turn over of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter Head of the Tenderer 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 ROAD and Electrical Work of value not less than Rs. 212.00 Lakhs 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 & 2023-24c) Executed in any one year, the following minimum quantities of work: 1) Earth wrok/Emb/Subgrade 8786.00 Cum, 2) GSB 3954.00 Cum 3) WMM 2340.00 Cum, 4) BM/SDBC 877.50 Cum and 5) PCC/RCC 316.00 Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Information of the works for which Tenderer has submitted Tender. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-7 None None None None a) Excavator JCB/Hitachi 1 Nos Own/Lease b) Vibratory road roller 1 No own c) Mechanical Grader 1 No own/lease d) Hot Mix Plant 40/60 TPH 1 No own e) Mechanical Paver Finisher 1 No own h) Tippers 2nos own 2 nos lease g) Water Tanker with sprayer 2No Lease h) Pug mill 1 No. Own/Lease and i) 4 Wheel Jeep Ladder crane machineries --------1 No.Own / Lease Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information in Format-8 and scanned copies of the owership Documents & Hire commitment Agreement None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Information on works which are yet to be completed None None None None Value at 2023-24 price level, of existing commitments and on-going works to be executed during the next 06 months(Financial commitment of previous years shall be given a weight of 10% per year to bring them to the price level of the 2023-24), (Monthwise commitment shall be furnished). Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Statement on the Letter head of the tenderer None None None None Constitutional or Legal Status of the Tenderer 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 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 work, if work is awarded. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Biodata of the personnel 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. 848.00 Lakhs. 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. 141.50 Lakhs (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 None None None None Latest Income Tax Clearance Certificate Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of exiReport on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.sting commitments and ongoing works Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Banker Details for reference Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- CPM/PERT Chart None None None None Constitutional or Legal Status of the Tenderer Others Others createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList	documentName optional documentTypeText Contractors PWD Civil Registration Certificate True Technical Bid Annual Turnover certificate having UDIN number True Technical Bid Similar nature of work done 50percent of APT True Technical Bid Line of Credit True Technical Bid Machinery Documents True Technical Bid Minimum quantities executed True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1724067326000 version 0 createdDate None modifiedDate None blockNumber PWD SEDAM DIVISON street None city SEDAM state Karnataka pin 585222
tenderRecallDTO	None