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noticeInvitingTenderDTO	createdTs 1710254040847 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 889800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-03-2024 16:00:00 tenderQueryClose 19-03-2024 11:00:00 technicalBidOpen 22-03-2024 16:30:00 publishedDate 13-03-2024 17:45:32 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 16-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1710254040880 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT10400 title Construction of Road From Gunjalli to Idapnur (MDR) in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under 5054-04-337-0-01-423 District & Other Roads (ST) Fund For the year 2023-24. description Construction of Road From Gunjalli to Idapnur (MDR) in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under 5054-04-337-0-01-423 District & Other Roads (ST) Fund For the year 2023-24. category WORKS categoryText Works ecv 59319634.45 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 70000000.0 groupOverheadTotal None fileNumber AEE/PWD/SDR/5054/MDR/ST/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710254041000 1 None None Roads Construction of Road From Gunjalli to Idapnur (MDR) in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under 5054-04-337-0-01-423 District & Other Roads (ST) Fund For the year 2023-24. 47309985.92 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017206 100879 None Vol-3 PG.-7 Sl.No-1.12 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. In area of light jungl m 412.65 412.65 92.56 False None None False None False 38194.884 0 3017207 100879 None Vol-I P.o-8 Sl.No-1.12 Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m 26.25 26.25 8570.0 False None None False None False 224962.5 0 3017208 100879 None Vol-I P.No-7 Sl.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. (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 1028.4 False None None False None False 128498.58 0 3017209 100879 None Vol-I P.No-7 Sl.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 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 Sqm 497.7 497.7 15146.01 False None None False None False 7538169.177 0 3017210 100879 None Vol-III P.No-17 Sl.No-3.6 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 11248.12 False None None False None False 5822589.318 0 3017211 100879 None Vol-III P.No 19, Item No.4.2 ( V) 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 4820.63 False None None False None False 11940459.4785 0 3017212 100879 None Vol-III P.No-24 Sl.No-4.17 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 m3 2,394.00 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 3615.47 False None None False None False 9714587.1165 0 3017213 100879 None Vol-III Page 31, Item No.5.1 A (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 43.05 43.05 16068.75 False None None False None False 691759.6875 0 3017214 100879 None Vol-III Page 31, Item No.5.4 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Cum 14.7 14.7 16068.75 False None None False None False 236210.625 0 3017215 100879 None Vol-III Page 33, Item No.5.6 (C) Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3 by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction-Bituminous Macadam Grading - I for traffic 20 MSA Cum 7835.1 7835.1 803.44 False None None False None False 6295032.744 0 3017216 100879 None Vol-III Page 43, Item No.5.31 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 10659.6 401.72 False None None False None False 4282174.512 0 3017217 100879 None Vol-III Page 65Item No.8.5 (VII) 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 xmm 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 ofIRC:67:2012 Each 5461.05 5461.05 11.0 False None None False None False 60071.55 0 3017218 100879 None Vol-III Page 65 Item No.8.6 (IX) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium cmposite material sheet depending on the size of the sign fixed over the bac support rame 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 eans 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:67.90x75 cm rectangular Each 6981.45 6981.45 15.0 False None None False None False 104721.75 0 3017219 100879 None Vol-III Page 65 Item 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 21.6 False None None False None False 204346.8 0 3017220 100879 None Vol-III Page 67 Item No.8.16 (II) Kilometre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ( odrinary KM stone (pre cast)) Each 3073.35 3073.35 4.0 False None None False None False 12293.4 0 3017221 100879 None Vol-III Page 67 Item Item No.8.16 (III) Hectometer stone (precast) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary 200 m stone Each 884.1 884.1 18.0 False None None False None False 15913.8 0 1710254041000 1 None None Roads Construction of Road From Gunjalli to Idapnur (MDR) in Raichur Rural Constituency. ( Box & Pipe Culvert ) 11313033.59 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017222 100880 None Vol-III 2.5 ii b Pg. 9 Clearing and Grubbing road land including uprooting rank vegetation Grass shurbs saplings and tress Girth up to 300mm Removel of stumps of trees cut earlier and disposal of unserviceble materials and stacking of servicable materials to be used or acuctioned including Removal and disposal of Top organic soil not not exceeding 150mm in thickness (ii) By mechnical Means using Dozer In area of thorny jungle 100 Sqm 508.2 508.2 3.6 False None None False None False 1829.52 0 3017223 100880 None PWD Common SR 2023-24Volume-1 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 Cum 112.45 112.45 946.33 False None None False None False 106414.8085 0 3017224 100880 None PWD Common SR 2023-24Volume-I 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications Cum 2816.1 2816.1 196.02 False None None False None False 552011.922 0 3017225 100880 None PWD Common SR 2023-24Volume-I 2.1.4 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) M10 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 101.98 False None None False None False 665710.143 0 3017226 100880 None PWD Common SR 2023-24Volume-I 2.2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse-aggregates Cum 6652.8 6652.8 148.84 False None None False None False 990202.752 0 3017227 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1330.56 1330.56 104.88 False None None False None False 139549.1328 0 3017228 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10% Cum 665.28 665.28 43.96 False None None False None False 29245.7088 0 3017229 100880 None PWD Common SR 2023-24Volume-I 2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse-aggregates -Foundation Works Cum 6601.35 6601.35 74.49 False None None False None False 491734.5615 0 3017230 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures10% Cum 660.13 660.13 74.49 False None None False None False 49173.0837 0 3017231 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Curtain wall Complete as per drawings and technical specification cement concrete Grade of M-15 Cum 6560.4 6560.4 5.94 False None None False None False 38968.776 0 3017232 100880 None PWD Common SR 2023-24Volume-I 2.2.4.3 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 211.31 False None None False None False 1405803.168 0 3017233 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1330.56 1330.56 131.39 False None None False None False 174822.2784 0 3017234 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10% Cum 665.28 665.28 79.92 False None None False None False 53169.1776 0 3017235 100880 None PWD Common SR 2023-24Volume-I 2.2.5.2 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. Cum 7185.15 7185.15 99.59 False None None False None False 715569.0885 0 3017236 100880 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1437.03 1437.03 99.59 False None None False None False 143113.8177 0 3017237 100880 None Vol-3 I.no 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 18.0 False None None False None False 128727.9 0 3017238 100880 None Vol-3 I.no 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum 12426.75 12426.75 36.0 False None None False None False 447363.0 0 3017239 100880 None Volume-3 9.3 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.For Foundation t 90516.3 90516.3 17.31 False None None False None False 1566837.153 0 3017240 100880 None Volume-3 9.3 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.For Sub structure of Bridge t 90754.65 90754.65 13.85 False None None False None False 1256951.9025 0 3017241 100880 None Volume-3 9.3 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.For Super structure of Bridge t 90990.9 90990.9 10.92 False None None False None False 993620.628 0 3017242 100880 None Volume-III 13.15 ii Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 143.85 143.85 20.0 False None None False None False 2877.0 0 3017243 100880 None Volume-III 13.16 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1884.75 1884.75 40.0 False None None False None False 75390.0 0 3017244 100880 None Volume-III 8.23ii Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced 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 m 2639.7 2639.7 19.6 False None None False None False 51738.12 0 3017245 100880 None Volume-III 14.9 Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum 2151.45 2151.45 13.2 False None None False None False 28399.14 0 3017246 100880 None Volume-III 14.1 Provinding and Laying Boulders Apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawings and Technical specification Cum 2007.6 2007.6 9.9 False None None False None False 19875.24 0 3017247 100880 None Volume-III 14.4 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 4.11 False None None False None False 8251.236 0 3017248 100880 None Volume-III 14.7i A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Curtain wall complete as per drawing and Technical specification A Stone masonry in cement mortar (1:3) Cum 6193.95 6193.95 8.22 False None None False None False 50914.269 0 3017249 100880 None Volume-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. Cum 2810.85 2810.85 89.37 False None None False None False 251205.6645 0 3017250 100880 None Volume-13.4 2706 and 2200 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications No / m 250.95 250.95 80.0 False None None False None False 20076.0 0 3017251 100880 None Volume-13.7 2706 and 2200 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No / m 3434.55 3434.55 22.0 False None None False None False 75560.1 0 3017252 100880 None Volume iii 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting No 785.4 785.4 40.0 False None None False None False 31416.0 0 3017253 100880 None Volume-1- 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 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 497.7 497.7 180.0 False None None False None False 89586.0 0 3017254 100880 None Volume-3 2.7 I (B) 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 Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 4.12 False None None False None False 4036.158 0 3017255 100880 None Volume-3 2.10A 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 Rubble stone masonry in lime mortar Cum 546.0 546.0 14.4 False None None False None False 7862.4 0 3017256 100880 None Volume-3 13.20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 14669.55 14669.55 23.03 False None None False None False 337839.7365 0 3017257 100880 None Volume-3 16.15 B 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 1000 mm dia m 8355.9 8355.9 20.0 False None None False None False 167118.0 0 3017258 100880 None Volume-3 16.15 C 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 1101.6 750 mm dia m 3501.75 3501.75 40.0 False None None False None False 140070.0 0 1710254041000 1 None None Roads Road Maintenance Activities to be carried out for the Third Year 140257.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017259 100881 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 3rd year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 32770.5 32770.5 4.28 False None None False None False 140257.74 0 1710254041000 1 None None Roads Road Maintenance Activities to be carried out for the Fourth Year 245956.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017260 100882 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 4th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 57466.5 57466.5 4.28 False None None False None False 245956.62 0 1710254041000 1 None None Roads Road Maintenance Activities to be carried out for the Fifth Year 310400.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017261 100883 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 5th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 72523.5 72523.5 4.28 False None None False None False 310400.58 0 1710254219000 0 None None Roads Construction of Road From Gunjalli to Idapnur (MDR) in Raichur Rural Constituency. In Raichur taluka, Raichur District. Under 5054-04-337-0-01-423 District & Other Roads (ST) Fund For the year 2023-24. 59319634.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3017316 100884 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 4th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 57466.5 57466.5 4.28 False None None False None False 245956.62 0 3017278 100884 None Vol-III 2.5 ii b Pg. 9 Clearing and Grubbing road land including uprooting rank vegetation Grass shurbs saplings and tress Girth up to 300mm Removel of stumps of trees cut earlier and disposal of unserviceble materials and stacking of servicable materials to be used or acuctioned including Removal and disposal of Top organic soil not not exceeding 150mm in thickness (ii) By mechnical Means using Dozer In area of thorny jungle 100 Sqm 508.2 508.2 3.6 False None None False None False 1829.52 0 3017262 100884 None Vol-3 PG.-7 Sl.No-1.12 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. In area of light jungl m 412.65 412.65 92.56 False None None False None False 38194.884 0 3017315 100884 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 3rd year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 32770.5 32770.5 4.28 False None None False None False 140257.74 0 3017317 100884 None as per lt no 2900 dt 20.01.2024 approved by SE Bel Road Maintence for 5th year for raod with BM+SDBC as wearing coat Maintenance of Road for 3rd Year by cleaning and Uprooting Vegetation on either sides of the road, Maintenance of Surface drains by cleaning, reshaping, deepening, of side drains, Stripping excess soil from the shoulder surfaces and necessary, Maintenance and painting of meter and Km stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and Deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CD,s including Vent Clearance. Km 72523.5 72523.5 4.28 False None None False None False 310400.58 0 3017263 100884 None Vol-I P.o-8 Sl.No-1.12 Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. m 26.25 26.25 8570.0 False None None False None False 224962.5 0 3017279 100884 None PWD Common SR 2023-24Volume-1 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 Cum 112.45 112.45 946.33 False None None False None False 106414.8085 0 3017280 100884 None PWD Common SR 2023-24Volume-I 1.23 Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications Cum 2816.1 2816.1 196.02 False None None False None False 552011.922 0 3017264 100884 None Vol-I P.No-7 Sl.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. (Royalty shall be recovered @ Rs. 60.00/m3) Cum 124.95 124.95 1028.4 False None None False None False 128498.58 0 3017265 100884 None Vol-I P.No-7 Sl.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 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 Sqm 497.7 497.7 15146.01 False None None False None False 7538169.177 0 3017281 100884 None PWD Common SR 2023-24Volume-I 2.1.4 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) M10 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 101.98 False None None False None False 665710.143 0 3017266 100884 None Vol-III P.No-17 Sl.No-3.6 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 11248.12 False None None False None False 5822589.318 0 3017282 100884 None PWD Common SR 2023-24Volume-I 2.2.2.3 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse-aggregates Cum 6652.8 6652.8 148.84 False None None False None False 990202.752 0 3017283 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1330.56 1330.56 104.88 False None None False None False 139549.1328 0 3017267 100884 None Vol-III P.No 19, Item No.4.2 ( V) 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 4820.63 False None None False None False 11940459.4785 0 3017284 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10% Cum 665.28 665.28 43.96 False None None False None False 29245.7088 0 3017268 100884 None Vol-III P.No-24 Sl.No-4.17 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 m3 2,394.00 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 3615.47 False None None False None False 9714587.1165 0 3017285 100884 None PWD Common SR 2023-24Volume-I 2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse-aggregates -Foundation Works Cum 6601.35 6601.35 74.49 False None None False None False 491734.5615 0 3017269 100884 None Vol-III Page 31, Item No.5.1 A (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 43.05 43.05 16068.75 False None None False None False 691759.6875 0 3017286 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures10% Cum 660.13 660.13 74.49 False None None False None False 49173.0837 0 3017270 100884 None Vol-III Page 31, Item No.5.4 (ii) Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Cum 14.7 14.7 16068.75 False None None False None False 236210.625 0 3017287 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Curtain wall Complete as per drawings and technical specification cement concrete Grade of M-15 Cum 6560.4 6560.4 5.94 False None None False None False 38968.776 0 3017271 100884 None Vol-III Page 33, Item No.5.6 (C) Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3 by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction-Bituminous Macadam Grading - I for traffic 20 MSA Cum 7835.1 7835.1 803.44 False None None False None False 6295032.744 0 3017288 100884 None PWD Common SR 2023-24Volume-I 2.2.4.3 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 equirements of relevant IS codes, labour, Usage charges of machinery, curing and all other M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 211.31 False None None False None False 1405803.168 0 3017272 100884 None Vol-III Page 43, Item No.5.31 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 10659.6 401.72 False None None False None False 4282174.512 0 3017273 100884 None Vol-III Page 65Item No.8.5 (VII) 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 xmm 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 ofIRC:67:2012 Each 5461.05 5461.05 11.0 False None None False None False 60071.55 0 3017289 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1330.56 1330.56 131.39 False None None False None False 174822.2784 0 3017290 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding Earth retaining structures 10% Cum 665.28 665.28 79.92 False None None False None False 53169.1776 0 3017274 100884 None Vol-III Page 65 Item No.8.6 (IX) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium cmposite material sheet depending on the size of the sign fixed over the bac support rame 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 eans 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:67.90x75 cm rectangular Each 6981.45 6981.45 15.0 False None None False None False 104721.75 0 3017291 100884 None PWD Common SR 2023-24Volume-I 2.2.5.2 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. Cum 7185.15 7185.15 99.59 False None None False None False 715569.0885 0 3017275 100884 None Vol-III Page 65 Item 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 21.6 False None None False None False 204346.8 0 3017292 100884 None PWD Common SR 2023-24 Volume-I Pg 111 Sl.no 10 Additionalities for Formwork, Centering & Scaffolding, Box Culverts 20% Cum 1437.03 1437.03 99.59 False None None False None False 143113.8177 0 3017276 100884 None Vol-III Page 67 Item No.8.16 (II) Kilometre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ( odrinary KM stone (pre cast)) Each 3073.35 3073.35 4.0 False None None False None False 12293.4 0 3017277 100884 None Vol-III Page 67 Item Item No.8.16 (III) Hectometer stone (precast) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary 200 m stone Each 884.1 884.1 18.0 False None None False None False 15913.8 0 3017293 100884 None Vol-3 I.no 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 18.0 False None None False None False 128727.9 0 3017294 100884 None Vol-3 I.no 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification Cum 12426.75 12426.75 36.0 False None None False None False 447363.0 0 3017295 100884 None Volume-3 9.3 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.For Foundation t 90516.3 90516.3 17.31 False None None False None False 1566837.153 0 3017296 100884 None Volume-3 9.3 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.For Sub structure of Bridge t 90754.65 90754.65 13.85 False None None False None False 1256951.9025 0 3017297 100884 None Volume-3 9.3 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.For Super structure of Bridge t 90990.9 90990.9 10.92 False None None False None False 993620.628 0 3017298 100884 None Volume-III 13.15 ii Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. m 143.85 143.85 20.0 False None None False None False 2877.0 0 3017299 100884 None Volume-III 13.16 Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. m 1884.75 1884.75 40.0 False None None False None False 75390.0 0 3017300 100884 None Volume-III 8.23ii Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced 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 m 2639.7 2639.7 19.6 False None None False None False 51738.12 0 3017301 100884 None Volume-III 14.9 Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Cum 2151.45 2151.45 13.2 False None None False None False 28399.14 0 3017302 100884 None Volume-III 14.1 Provinding and Laying Boulders Apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawings and Technical specification Cum 2007.6 2007.6 9.9 False None None False None False 19875.24 0 3017303 100884 None Volume-III 14.4 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 4.11 False None None False None False 8251.236 0 3017304 100884 None Volume-III 14.7i A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes. Curtain wall complete as per drawing and Technical specification A Stone masonry in cement mortar (1:3) Cum 6193.95 6193.95 8.22 False None None False None False 50914.269 0 3017305 100884 None Volume-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. Cum 2810.85 2810.85 89.37 False None None False None False 251205.6645 0 3017306 100884 None Volume-13.4 2706 and 2200 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications No / m 250.95 250.95 80.0 False None None False None False 20076.0 0 3017307 100884 None Volume-13.7 2706 and 2200 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No / m 3434.55 3434.55 22.0 False None None False None False 75560.1 0 3017308 100884 None Volume iii 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting No 785.4 785.4 40.0 False None None False None False 31416.0 0 3017309 100884 None Volume-1- 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 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 497.7 497.7 180.0 False None None False None False 89586.0 0 3017310 100884 None Volume-3 2.7 I (B) 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 Cement Concrete Grade M-15 & M-20 Cum 979.65 979.65 4.12 False None None False None False 4036.158 0 3017311 100884 None Volume-3 2.10A 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 Rubble stone masonry in lime mortar Cum 546.0 546.0 14.4 False None None False None False 7862.4 0 3017312 100884 None Volume-3 13.20 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 14669.55 14669.55 23.03 False None None False None False 337839.7365 0 3017313 100884 None Volume-3 16.15 B 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 1000 mm dia m 8355.9 8355.9 20.0 False None None False None False 167118.0 0 3017314 100884 None Volume-3 16.15 C 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 1101.6 750 mm dia m 3501.75 3501.75 40.0 False None None False None False 140070.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710254042000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710254042000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710254042000 1 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as prescribed in the tender document. None 1710255805000 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 kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1710255825000 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 1710255834000 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 1710255844000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1710255854000 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 1710255864000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1710255884000 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 1710255893000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. 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 1710255902000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1710255913000 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 1710255928000 0 None None ELIGIBILITY The work should be completed in 11 (Eleven) Months ( including monsoon). None 1710255945000 0 None None ELIGIBILITY Defect liability period is Two (2) years from the date of actual completion of the work. None 1710255988000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply. None 1710255998000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None 1710256013000 0 None None ELIGIBILITY Beyond the defect liability period bidder has to maintain the road for 3rd, 4th and 5th year. For which payment will be made as mentioned in the Schedule - B. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None 3.2(b). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 296.60 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (c). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 22995.00 cum (b) GSB : 3928.00 Cum (c) WMM / WBM : 2892.00 Cum (d) BM / BC / SDBC : 964.00 Cum (e) PCC / RCC : 556.00 Cum. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantitywise workdone certificate None None None None 3.3(c) Each tenderer should further demonstrate: (a) availability by owning at least 50% of the required / specified key and critical equipment for this work and the remaining 50% can be deployed on lease / hire basis for all works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. (I) CC Mixer with Self loader : 2 Nos. (1 No. own and 1 No. Lease/hire). (II) Tippers : 4 Nos.(2 Nos.own and 2 Nos.Lease/hire). (III) Water tankers :4 Nos.(2 Nos.own and 2 Nos. Lease/hire). (IV) Vibrator Roller : 2 Nos.(1 No. own and 1 No.Lease/hire). (V) Excavators : 2 Nos. (1 Nos. own and 1 No.Lease/hire). (VI) Pin Vibrator : 4 Nos.(2 Nos. own and 2 Nos. Lease/hire). (VII) Plate Vibrators : 4 Nos. (2 Nos. own and 2 Nos. Lease/hire). (VIII) Grader (with RC) : 2 Nos.(1 No. own and 1 No. Lease/hire). (IX) Centring materials : Centring materials :- 2000.00 Sqm (1000 Sqm Own and 1000 Sqm Hire/Lease). (X) Hot mix plant : 1 No. Own / Lease / Hire.(Xi) Bituminious Sprayer : 1 No. Own / Lease / Hire. (XII) Paver finisher : 1 No. Own / Lease / Hire. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinaries documents None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 1186.39 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 161.78 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) 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 ITR Filed Copy (Mentioning PAN) None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None TENDERER MUST UPLOAD ELIGIBLE PWD REGISTRATION CERTIFICATE. Others PWD Registration certificate createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration certificate None None None None Tenderer place of business. Others Tenderer place of business. createdTs version createdDate modifiedDate documentName None None None None Others -- Tenderer place of business. None None None None List of existing commitments and ongoing works Others existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference 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 Others key technical and management personnel createdTs version createdDate modifiedDate documentName None None None None Others -- key technical and management personnel None None None None Assessed Tender Capacityshall be more than the Tendered Amount Others Assessed Tender Capacity. createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity.
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of single work done Certificate True Technical Bid Qty wise work done Certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Machinaries documents True Technical Bid Any other relevant documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None Roads Raichuru Raichuru Raichur RAICHUR Raichur None None None None None None Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None Roads Raichuru Raichuru Raichur RAICHUR RAICHUR None None None None None None
tenderAddress	createdTs 1710256369000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer PWD division Raichur. street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None