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noticeInvitingTenderDTO	createdTs 1720070632439 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 317480.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 24-07-2024 16:02:28 tenderQueryClose 23-07-2024 16:01:16 technicalBidOpen 25-07-2024 16:03:35 publishedDate 10-07-2024 13:26:41 publishedByPost PWD_EE_DIV_BID publishedByUser KPE14569 - SHIVSHANKER V KAMSHETTY bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 09-07-2024 16:00:39 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Shivshanker kamshetty splitEmdRequiredYn True emdBankGuarantee 217480.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08482226440 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1720070632484 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT11093 title Construction of Box Culvert on SH-34 to NH-50 Via Kuntesirsi, Siddeshwar, Tarnalli(MDR) at Km. 4.80 in Bhalki Taluka Bidar Dist. description Construction of Box Culvert on SH-34 to NH-50 Via Kuntesirsi, Siddeshwar, Tarnalli(MDR) at Km. 4.80 in Bhalki Taluka Bidar Dist. category WORKS categoryText Works ecv 21165329.37 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1692 locationName PWD Division Office Bidar provisionalAmount 25000000.0 groupOverheadTotal 0.0 fileNumber PWD/Bhalki/KKRDB/23-24/RY/SH34
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720070632000 0 None None Bridges/Culverts Box Cell Bridge 12613842.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3448121 122518 None PWD CSR 2023-24 VOL 1 ITEM NO 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 1214.83 False None None False None False 130108.293 0 3448122 122518 None PWD Uni SR 23-24 Vol-1 Item no. 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 2816.1 272.6 False None None False None False 767668.86 0 3448123 122518 None PWD Uni SR 23-24 Vol-1 Item no. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other ppurtenances required to complete the work as per technical specifications. Cum 6288.45 6288.45 82.25 False None None False None False 517225.0125 0 3448124 122518 None PWD Uni SR 23-24 Vol-1 Item no. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 115.45 False None None False None False 753640.2825 0 3448125 122518 None PWD Uni SR 23-24 Vol-1 Item no. 2.1.4 Providing and fixing of centering and shuttering work including labour material cost etc., (form work) centering charges 20 percent Cum 1305.57 1305.57 115.46 False None None False None False 150741.1122 0 3448126 122518 None PWD CSR 2023-24 Vol-1 Item no. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 222.27 False None None False None False 1478717.856 0 3448127 122518 None PWD Uni SR 23-24 Vol-1 Item no. 2.2.3 Providing and fixing of centering and shuttering work including labour material cost etc., (form work) centering charge 20 percent Cum 1330.56 1330.56 222.27 False None None False None False 295743.5712 0 3448128 122518 None PWD CSR 23-24 Vol-1 Item no. 2.11 C 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. C Sub structure of Bridges MT 90754.65 90754.65 38.77 False None None False None False 3518557.7805 0 3448129 122518 None PWD CSR 2023-24 Vol-1 Item no. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 176.61 False None None False None False 1174951.008 0 3448130 122518 None PWD CSR 23-24 Vol-1 Item no. 2.4.3 Providing and fixing of centering and shuttering work including labour material cost etc., (framework) centering charges 20 percent Cum 1330.56 1330.56 176.61 False None None False None False 234990.2016 0 3448131 122518 None PWD CSR 2023-24 Vol-1 Item no. 2.5.2 Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 155.39 False None None False None False 1116500.4585 0 3448132 122518 None PWD CSR 2023-24 Vol-1 Item no. 2.5.2 Providing and fixing of centering and shuttering work including labour material cost etc., (form work) centering charges 20 percent Cum 1437.03 1437.03 155.25 False None None False None False 223098.9075 0 3448133 122518 None PWD Uni SR 23-24 Vol-3 Item no. 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 7151.55 7151.55 5.94 False None None False None False 42480.207 0 3448134 122518 None PWD Uni SR 23-24 Vol-3 Item no. 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 12426.75 12426.75 22.87 False None None False None False 284199.7725 0 3448135 122518 None PWD Uni SR 23-24 Vol-3 Item no. 12.2 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 Cum 250.95 250.95 83.2 False None None False None False 20879.04 0 3448136 122518 None PWD CSR 23-24 Vol-3 Item no. 13.15.ii Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Rmtr 143.85 143.85 16.53 False None None False None False 2377.8405 0 3448137 122518 None PWD CSR 23-24 Vol-3 Item no. 13.16 Asphaltic Plug Joint 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. Rmtr 1884.75 1884.75 18.0 False None None False None False 33925.5 0 3448138 122518 None PWD CSR 23-24 Vol-3 Item no. 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 2810.85 2810.85 105.29 False None None False None False 295954.3965 0 3448139 122518 None PWD CSR 23-24 Vol-3 Item no. 13.13.A Crash Barrier for Bridges 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 A Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m Length Rmtr 4376.4 4376.4 56.4 False None None False None False 246828.96 0 3448140 122518 None PWD CSR 23-24 Vol-3 Item no. 8.18 Boundary pillar / Guard Stone Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting No 785.4 785.4 124.0 False None None False None False 97389.6 0 3448141 122518 None PWD CSR 23-24 Vol-3 Item no. 14.7.A Toe protection 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. Providing & Laying flooring complete over Cement Concrete bedding a Rubble Stone laid in CM 1:3 Cum 6193.95 6193.95 45.65 False None None False None False 282753.8175 0 3448142 122518 None PWD CSR 23-24 Vol-3 Item no. 14.1.a Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder Laid Dry Without Wire Crates Cum 2007.6 2007.6 135.86 False None None False None False 272752.536 0 3448143 122518 None PWD CSR 23-24 Vol-3 Item no. 14.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 3187.8 3187.8 90.96 False None None False None False 289962.288 0 3448144 122518 None PWD CSR 23-24 Vol-3 Item no. 14.4.a 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 A Stone/Boulder Cum 2007.6 2007.6 181.92 False None None False None False 365222.592 0 3448145 122518 None PWD CSR 23-24 Vol-3 Item no. 13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification No 3434.55 3434.55 5.0 False None None False None False 17172.75 0 1720070632000 0 None None Bridges/Culverts Approach Road 5713826.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3448146 122519 None PWD CSR 23-24 Vol-3 Item no.3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 6.3 6.3 1117.5 False None None False None False 7040.25 0 3448147 122519 None PWD CSR 23-24 Vol-1 Item 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. Cum 497.7 497.7 4500.01 False None None False None False 2239654.977 0 3448148 122519 None PWD CSR 23-24 Vol-3 Item no. 4.2.V By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2476.95 2476.95 474.56 False None None False None False 1175461.392 0 3448149 122519 None PWD CSR 23-24 Vol-3 Item 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 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 2686.95 409.75 False None None False None False 1100977.7625 0 3448150 122519 None PWD CSR 23-24 Vol-3 Item no. 5.1.A.i Prime Coat over WMM/WBM (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/m2 using mechanical means. Sqm 43.05 43.05 1639.0 False None None False None False 70558.95 0 3448151 122519 None PWD CSR 23-24 Vol-3 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 Granular Surface Sqm 14.7 14.7 1639.0 False None None False None False 24093.3 0 3448152 122519 None PWD CSR 23-24 Vol-3 Item no. 5.8.ii.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 @ 3.4% 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 8044.05 8044.05 81.95 False None None False None False 659209.8975 0 3448153 122519 None PWD CSR 23-24 Vol-3 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 40.98 False None None False None False 436830.408 0 1720070633000 0 None None Bridges/Culverts Retaining wall upto Well 1889833.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3448154 122520 None PWD CSR 23-24 Vol-1 Item no. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Cum 107.1 107.1 234.08 False None None False None False 25069.968 0 3448155 122520 None PWD CSR 23-24 Vol-1 Item no. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 14.63 False None None False None False 92000.0235 0 3448156 122520 None PWD CSR 23-24 Vol-1 Item no. 2.2.3 Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 42.14 False None None False None False 280348.992 0 3448157 122520 None PWD CSR 23-24 Vol-1 Item no. 2.11.C Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges Tonne 90754.65 90754.65 9.78 False None None False None False 887580.477 0 3448158 122520 None PWD CSR 23-24 Vol-1 Item no. 2.4.3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6652.8 6652.8 73.64 False None None False None False 489912.192 0 3448159 122520 None 2.4.3 Providing and fixing of Centering and shuttering work including labour material cost etc. (Frame work) Cum 1330.56 1330.56 73.64 False None None False None False 97982.4384 0 3448160 122520 None PWD CSR 23-24 Vol-3 Item no. 12.2 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 Mtr 250.95 250.95 67.5 False None None False None False 16939.125 0 1720070633000 0 None None Bridges/Culverts CC Drain 417902.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3448161 122521 None PWD CSR 23-24 Vol-1 Item no. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Cum 107.1 107.1 98.8 False None None False None False 10581.48 0 3448162 122521 None PWD CSR 23-24 Vol-1 Item no. 2.1.4 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 5.7 False None None False None False 37208.745 0 3448163 122521 None PWD CSR 23-24 Vol-1 Item no. 2.3.1 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 28.86 False None None False None False 191605.869 0 3448164 122521 None PWD CSR 23-24 Vol-1 Item no. 2.11.h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures Tonne 82961.55 82961.55 1.271 False None None False None False 105444.13005 0 3448165 122521 None 2.3.1 Providing and fixing of Centering and shuttering work including labour material cost etc. Cum 2323.7 2323.7 28.86 False None None False None False 67061.982 0 3448166 122521 None item 1 KKRDB LOGO BOARD Each 6000.0 6000.0 1.0 False None None False None False 6000.0 0 1720070633000 0 None None Bridges/Culverts Diversion of Road 529924.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3448167 122522 None PWD CSR 23-24 Vol-1 Item no. 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m Cum 107.1 107.1 7.2 False None None False None False 771.12 0 3448168 122522 None PWD CSR 23-24 Vol-1 Item no. 2.1.3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 0.72 False None None False None False 4527.684 0 3448169 122522 None PWD CSR 23-24 Vol-3 Item no. 16.15.b Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101. B. 1000mm dia Rmtr 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3448170 122522 None PWD CSR 23-24 Vol-3 Item no. 5.1.1 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 5.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5891.55 5891.55 7.2 False None None False None False 42419.16 0 3448171 122522 None PWD CSR 23-24 Vol-1 Item 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. Cum 497.7 497.7 326.5 False None None False None False 162499.05 0 3448172 122522 None PWD CSR 23-24 Vol-3 Item no. 2.8.ii.a Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means a Cement Concrete Grade M-15 & M-20 Cum 754.95 754.95 142.8 False None None False None False 107806.86 0 3448173 122522 None PWD CSR 23-24 Vol-3 Item no. 2.17.ix.c Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm Rmtr 1442.7 1442.7 60.0 False None None False None False 86562.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720070633000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720070633000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720070633000 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 1720070633000 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 1720070633000 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 1720070646000 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 IFT for this particular work. Tenderer can pay the full EMD amount of Rs. 3,17,480/- through e-payment or the Earnest Money Deposit shall be in two parts. Part(1): Rs. 1,00,000/- by e-payment, Part-(2): Rs. 2,17,480/- EMD shall be in favour of Executive Engineer, PWD, Bidar Division, Bidar, and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD, Bidar Division, Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD, Bidar Division None 1720070655000 0 None None ELIGIBILITY Period for completion of this work is 11(Eleven) months including Monsoon. None 1720070666000 0 None None ELIGIBILITY Part (2) Rs. 2,17,480/- EMD shall be in favour of Executive Engineer, PWD , Bidar Division, Bidar and may be in the form of Bankers Cheque/Demand Draft/Pay order in favour of Executive Engineer, PWD Divn. Bidar, payable at Bidar or cash or specified Small Savings Instruments pledged to the Executive Engineer, PWD.Division, Bidar or Bank Guarantee in the prescribed format obtained form any Nationaled / Scheduled Banks. None 1720070676000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 423.30 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. None 1720070687000 0 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as construction of Box Culvert,/ bridge cum barrage of value not less than Rs 105.83 Lakhs/- None 1720070695000 1 None None ELIGIBILITY To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work1) EWE: 5323 cum (2) RCC/PCC: 752.00cum (3) GSB: 380.00 cum (4) WMM/WBM: 328.00 Sqm (5) BM/SDBC:98.00 sqm (6) TMT Steel: 39.86 Tonne None 1720070706000 0 None None ELIGIBILITY Liquid assets and/or availability of credit facilities of no less than Rs. 57.73 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (b) satisfactorily completed as prime contractor, at least one similar work such as construction of Box Culvert,/ bridge cum barrage of value not less than Rs 105.83 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 its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (c) executed in any one year, the following minimum quantities of work1) EWE: 5323 cum (2) RCC/PCC: 752.00cum (3) GSB: 380.00 cum (4) WMM/WBM: 328.00 Sqm (5) BM/SDBC:98.00 sqm (6) TMT Steel: 39.86 Tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Past Experience None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of existing commitments and ongoing works Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 ,2020-21 ,2021-22 ,2022-23 and 2023-24 (a) achieved in at least two financial years a minimum financial turn over (in all cases of civil engineering construction works only) Rs. 423.30 Lakhs/- Turnover certificate must have UDI number , otherwise it will not be considered for further bid evaluation. 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. 57.73 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 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)
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Work done Certificate True Technical Bid Line of Credit True Technical Bid Other Documents False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1720086018000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer PWD Division Bidar street None city Bidar state Karnataka pin 585401
tenderRecallDTO	None