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noticeInvitingTenderDTO	createdTs 1722927480276 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2630.00 emd 200000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-08-2024 16:00:00 tenderQueryClose 20-08-2024 11:00:00 technicalBidOpen 23-08-2024 16:30:00 publishedDate 13-08-2024 10:50:34 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 12-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True 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 1722927480279 version 14 createdDate None modifiedDate None tenderNumber PWD/2024-25/BR/WORK_INDENT8057/CALL-2 title Construction of Bridge Across The Nala At Sunakal Village in Lingasgur Taluka Raichur District UNDER KKRDB MICRO GRANT FOR THE YEAR 2023-24 RCH231924369 description Construction of Bridge Across The Nala At Sunakal Village in Lingasgur Taluka Raichur District UNDER KKRDB MICRO GRANT FOR THE YEAR 2023-24 RCH231924369 category WORKS categoryText Works ecv 10501391.63 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 12500000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SDL/SUNAKAL/BRIDGE/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1722927480000 1 None None Bridges/Culverts DIVERSION ROAD 292444.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3699478 136199 None PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m. MORTH Specification No.304. (PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2) Cum 467.25 467.25 31.68 False None None False None False 14802.48 0 3699479 136199 None PWD SR 2023-24 V-1 It.No.2.1.3, P.No-15 providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (PWD SR 2023-24 V-1 It.No.2.1.3, P.No-15) Cum 6288.45 6288.45 2.64 False None None False None False 16601.508 0 3699480 136199 None PWD SR 2023-24 V-3 It.No.16.15.b, P.No-146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls nd parapets Clause 1101.6. B.1000mm dia MORTH Specification No. 1101.6 (PWD SR 2023-24 V-3 It.No.16.15.b, P.No-146) m 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3699481 136199 None PWD SR 2023-24 V-2 It.No.5.4, P.No-09 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 : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2023-24 V-2 It.No.5.4, P.No-09) Cum 6708.45 6708.45 19.8 False None None False None False 132827.31 0 3699482 136199 None PWD SR 2023-24 V-3 It.No.3.12, P.No-18 Construction of rock fill embankment with all lifts and lead Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.MORTH Specification No. 313 (PWD SR 2023-24 V-3 It.No.3.12, P.No-18) Cum 153.3 153.3 18.75 False None None False None False 2874.375 0 1722927480000 1 None None Bridges/Culverts Construction of Nala at Sunakal village Road 3911512.65 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3699483 136200 None PWD DSR 2023-24 V-3 Page No.09 Item No.2.5.(ii).B 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. By Mechanical Means using Dozer In area of thorny jungle Sqm 412.65 412.65 5.28 False None None False None False 2178.792 0 3699484 136200 None PWD DSR 2023-24 V-1 Page No.06 Item No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Sqm 313.95 313.95 792.0 False None None False None False 248648.4 0 3699485 136200 None PWD DSR 2023-24 V-3 Page No.17 Item 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 m 517.65 517.65 936.38 False None None False None False 484717.107 0 3699486 136200 None PWD DSR 2023-24 V-3 Page No.23 Item No.4.1 (v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 346.5 False None None False None False 904832.775 0 3699487 136200 None PWD DSR 2023-24 V-3 Page No.26 Item No.4.17 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 2686.95 363.0 False None None False None False 975362.85 0 3699488 136200 None PWD DSR 2023-24 V-3 Page No.31 Item No.5.1 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 0.90 kg per m2 using mechanical means. Cum 43.05 43.05 1815.0 False None None False None False 78135.75 0 3699489 136200 None PWD DSR 2023-24 V-3 Page No.32 Item No.5.6.(i) . 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 7835.1 7835.1 90.75 False None None False None False 711035.325 0 3699490 136200 None PWD DSR 2023-24 V-3 Page No.29 Item No.5.3 (i) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Cum 12.6 12.6 1815.0 False None None False None False 22869.0 0 3699491 136200 None PWD DSR 2023-24 V-3 Page No.33 Item No.5.13 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 45.38 False None None False None False 483732.648 0 1722927480000 1 None None Bridges/Culverts SAFETY MEAURES 477729.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3699492 136201 None PWD DSR Ballari 2023-24 V-3 Page No-67 I No.8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 556.5 556.5 66.0 False None None False None False 36729.0 0 3699493 136201 None PWD DSR 2023-24 V-3 Page No.71 Item No.8.32 Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solarpowered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shallsupport a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and wateringress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lightingcould be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker anda full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. Each 2205.0 2205.0 200.0 False None None False None False 441000.0 0 1722927480000 1 None None Bridges/Culverts Construction of Bridge Across The Nala At Sunakal Village in Lingasgur Taluka Raichur District UNDER KKRDB MICRO GRANT FOR THE YEAR 2023-24 RCH231924369 Box Culvert 5819705.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3699494 136202 None PWD SR 2023-24 Item No. 2.5-A Page No.09 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.By Mechanical Means using Dozer In area of light jungle MORTH Specification No. 201 (PWD SR 2023-24 Item No. 2.5-A Page No.09) Cum 412.65 412.65 2.1 False None None False None False 866.565 0 3699495 136202 None PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m. MORTH Specification No.304. (PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2) Cum 467.25 467.25 278.87 False None None False None False 130302.0075 0 3699496 136202 None PWD SR 2023-24 V-I P.NO -15. Item No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (PWD SR 2023-24 V-I P.NO -15. Item No -2.1.3) Cum 6288.45 6288.45 161.73 False None None False None False 1017031.0185 0 3699497 136202 None PWD SR 2023-24 P.NO-103 V-3 INo -13.80 Page No 121 PCC M15 Grade leveling course below approach slabcomplete as per drawing and Technical specifications MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -103, V-3 Item No -13.80 Page No 121 ) Cum 7151.55 7151.55 18.15 False None None False None False 129800.6325 0 3699498 136202 None PWD SR 2023-24 V-I It.No. 2.2.1. P.No.15 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 (PWD SR 2023-24 V-I It.No. 2.2.1. P.No.15) Cum 6601.35 6601.35 13.26 False None None False None False 87533.901 0 3699499 136202 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 8% Formwork, Centering & Scaffoldin Above the Item Of Cum 528.1 528.1 13.26 False None None False None False 7002.606 0 3699500 136202 None PWD SR 2023-24 P.NO -16, V-I Item No -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 requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -16, V-I Item No -2.4.3) Cum 6652.8 6652.8 21.88 False None None False None False 145563.264 0 3699501 136202 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 10% Formwork, Centering & Scaffoldin Above the Item Of Cum 665.28 665.28 21.88 False None None False None False 14556.3264 0 3699502 136202 None PWD SR 2023-24 P.NO -16, V-I Item No -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 requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -16, V-I Item No -2.4.3) Cum 6652.8 6652.8 42.54 False None None False None False 283010.112 0 3699503 136202 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 20% Formwork, Centering & Scaffoldin Above the Item Of Cum 1330.56 1330.56 42.54 False None None False None False 56602.0224 0 3699504 136202 None PWD SR 2023-24 V-3 It.No.13.9, P.No-122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), HOM complete as per specifications.MORTH Specification No.1500, 1600, 1700 & 2704 (PWD SR 2023-24 V-3 It.No.13.9, P.No-122) Cum 12426.75 12426.75 24.2 False None None False None False 300727.35 0 3699505 136202 None PWD SR 2023-24 P.NO-16 V-I 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 therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 Cum 7185.15 7185.15 127.95 False None None False None False 919339.9425 0 3699506 136202 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 20% Formwork, Centering & Scaffoldin Above the Item Of Cum 1437.03 1437.03 127.95 False None None False None False 183867.9885 0 3699507 136202 None PWD SR 2023-24 V-3 It.No.13.4, P.No-121 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing betweenvertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.MORTH Specification No.2703, 1500, 1600 & 1700 (PWD SR 2023-24 V-3 It.No.13.4, P.No-121) m 2445.45 2445.45 88.4 False None None False None False 216177.78 0 3699508 136202 None PWD DSR 2023-24 V-3 Page No 18, I no 2.11d 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. (PWD DSR 2023-24 V-3 Page No 18, I no 2.11d) Kg 90990.9 90990.9 16.16 False None None False None False 1470412.944 0 3699509 136202 None PWD SR 2023-24 V-3 It.No.12.4, P.No-117 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 wallto the full height compacted to a firm condition complete as per drawing and Technical Specification.MORTH Specification No.710.1.4.of IRC:78 and 2200, (PWD SR 2023-24 V-3 It.No.12.4, P.No-117) Cum 2810.85 2810.85 71.91 False None None False None False 202128.2235 0 3699510 136202 None PWD SR 2023-24 V-3 It.No.12.3, P.No-117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification, MORTH Specification No.710.1.4.of IRC:78 & 2200 (PWD SR 2023-24 V-3 It.No.12.3, P.No-117) Cum 1226.4 1226.4 74.25 False None None False None False 91060.2 0 3699511 136202 None PWD SR 2023-24 V-3 It.No.13.3, P.No-121 Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearingcourse on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.MORTH Specification No.515 & 2702, (PWD SR 2023-24 V-3 It.No.13.3, P.No-121) Sqm 525.0 525.0 231.55 False None None False None False 121563.75 0 3699512 136202 None PWD SR 2022-23 V-3 It.No.13.16, P.No-124 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, complete as per specifications MORTH Specification No. 2600 (PWD SR 2022-23 V-3 It.No.13.16, P.No-124) m 1884.75 1884.75 40.0 False None None False None False 75390.0 0 3699513 136202 None PWD SR 2023-24 V-3 It.No.14.4, P.No-129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15, MORTH Specification No.2504, (PWD SR 2023-24 V-3 It.No.14.4, P.No-129) Cum 6686.4 6686.4 37.5 False None None False None False 250740.0 0 3699514 136202 None PWD SR 2023-24 V-3 It.No.3.12, P.No-18 Construction of rock fill embankment with all lifts and lead Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.(PWD SR 2023-24 V-3 It.No.3.12, P.No-18) Cum 153.3 153.3 65.63 False None None False None False 10061.079 0 3699515 136202 None PWD SR 2023-24 V-3 It.No.13.7 P.No-121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 (PWD SR 2023-24 V-3 It.No.13.7 P.No-121) Nos 3434.55 3434.55 20.0 False None None False None False 68691.0 0 3699516 136202 None PWD SR 2023-24 V-3 It.No.13.14, P.No-123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. MORTH Specification No. 800 (PWD SR 2023-24 V-3 It.No.13.14, P.No-123) Sqm 88.2 88.2 48.0 False None None False None False 4233.6 0 3699517 136202 None PWD SR 2023-24 V-2 It.No.17.5, P.No-151 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.(PWD SR 2023-24 V-2 It.No.17.5, P.No-151) Each 1179.15 1179.15 20.0 False None None False None False 23583.0 0 3699518 136202 None PWD SR 2023-25 V-3 It.No.8.7, P.No-55 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 MORTH Specification No. 801 (PWD SR 2023-25 V-3 It.No.8.7, P.No-55) Nos 9460.5 9460.5 1.0 False None None False None False 9460.5 0 1722927480000 0 None None Bridges/Culverts Construction of Bridge Across The Nala At Sunakal Village in Lingasgur Taluka Raichur District UNDER KKRDB MICRO GRANT FOR THE YEAR 2023-24 RCH231924369 10501391.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3699519 136203 None PWD DSR 2023-24 V-3 Page No.09 Item No.2.5.(ii).B 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. By Mechanical Means using Dozer In area of thorny jungle Sqm 412.65 412.65 5.28 False None None False None False 2178.792 0 3699520 136203 None PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m. MORTH Specification No.304. (PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2) Cum 467.25 467.25 31.68 False None None False None False 14802.48 0 3699521 136203 None PWD SR 2023-24 Item No. 2.5-A Page No.09 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.By Mechanical Means using Dozer In area of light jungle MORTH Specification No. 201 (PWD SR 2023-24 Item No. 2.5-A Page No.09) Cum 412.65 412.65 2.1 False None None False None False 866.565 0 3699522 136203 None PWD DSR Ballari 2023-24 V-3 Page No-67 I No.8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 556.5 556.5 66.0 False None None False None False 36729.0 0 3699523 136203 None PWD DSR 2023-24 V-1 Page No.06 Item No.1.5.1 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Sqm 313.95 313.95 792.0 False None None False None False 248648.4 0 3699524 136203 None PWD SR 2023-24 V-1 It.No.2.1.3, P.No-15 providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (PWD SR 2023-24 V-1 It.No.2.1.3, P.No-15) Cum 6288.45 6288.45 2.64 False None None False None False 16601.508 0 3699525 136203 None PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m. MORTH Specification No.304. (PWD SR 2023-24 V-1 P.NO -06, Item No -1.5.2) Cum 467.25 467.25 278.87 False None None False None False 130302.0075 0 3699526 136203 None PWD DSR 2023-24 V-3 Page No.71 Item No.8.32 Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solarpowered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shallsupport a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and wateringress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lightingcould be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker anda full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. Each 2205.0 2205.0 200.0 False None None False None False 441000.0 0 3699527 136203 None PWD DSR 2023-24 V-3 Page No.17 Item 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 m 517.65 517.65 936.38 False None None False None False 484717.107 0 3699528 136203 None PWD SR 2023-24 V-I P.NO -15. Item No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (PWD SR 2023-24 V-I P.NO -15. Item No -2.1.3) Cum 6288.45 6288.45 161.73 False None None False None False 1017031.0185 0 3699529 136203 None PWD SR 2023-24 V-3 It.No.16.15.b, P.No-146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls nd parapets Clause 1101.6. B.1000mm dia MORTH Specification No. 1101.6 (PWD SR 2023-24 V-3 It.No.16.15.b, P.No-146) m 8355.9 8355.9 15.0 False None None False None False 125338.5 0 3699530 136203 None PWD SR 2023-24 P.NO-103 V-3 INo -13.80 Page No 121 PCC M15 Grade leveling course below approach slabcomplete as per drawing and Technical specifications MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -103, V-3 Item No -13.80 Page No 121 ) Cum 7151.55 7151.55 18.15 False None None False None False 129800.6325 0 3699531 136203 None PWD SR 2023-24 V-2 It.No.5.4, P.No-09 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 : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR 2023-24 V-2 It.No.5.4, P.No-09) Cum 6708.45 6708.45 19.8 False None None False None False 132827.31 0 3699532 136203 None PWD DSR 2023-24 V-3 Page No.23 Item No.4.1 (v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2611.35 2611.35 346.5 False None None False None False 904832.775 0 3699533 136203 None PWD DSR 2023-24 V-3 Page No.26 Item No.4.17 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 2686.95 363.0 False None None False None False 975362.85 0 3699534 136203 None PWD SR 2023-24 V-3 It.No.3.12, P.No-18 Construction of rock fill embankment with all lifts and lead Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.MORTH Specification No. 313 (PWD SR 2023-24 V-3 It.No.3.12, P.No-18) Cum 153.3 153.3 18.75 False None None False None False 2874.375 0 3699535 136203 None PWD SR 2023-24 V-I It.No. 2.2.1. P.No.15 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 (PWD SR 2023-24 V-I It.No. 2.2.1. P.No.15) Cum 6601.35 6601.35 13.26 False None None False None False 87533.901 0 3699536 136203 None PWD DSR 2023-24 V-3 Page No.31 Item No.5.1 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 0.90 kg per m2 using mechanical means. Cum 43.05 43.05 1815.0 False None None False None False 78135.75 0 3699537 136203 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 8% Formwork, Centering & Scaffoldin Above the Item Of Cum 528.1 528.1 13.26 False None None False None False 7002.606 0 3699538 136203 None PWD DSR 2023-24 V-3 Page No.32 Item No.5.6.(i) . 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 7835.1 7835.1 90.75 False None None False None False 711035.325 0 3699539 136203 None PWD SR 2023-24 P.NO -16, V-I Item No -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 requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -16, V-I Item No -2.4.3) Cum 6652.8 6652.8 21.88 False None None False None False 145563.264 0 3699540 136203 None PWD DSR 2023-24 V-3 Page No.29 Item No.5.3 (i) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Cum 12.6 12.6 1815.0 False None None False None False 22869.0 0 3699541 136203 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 10% Formwork, Centering & Scaffoldin Above the Item Of Cum 665.28 665.28 21.88 False None None False None False 14556.3264 0 3699542 136203 None PWD DSR 2023-24 V-3 Page No.33 Item No.5.13 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 45.38 False None None False None False 483732.648 0 3699543 136203 None PWD SR 2023-24 P.NO -16, V-I Item No -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 requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 (PWD SR 2023-24 P.NO -16, V-I Item No -2.4.3) Cum 6652.8 6652.8 42.54 False None None False None False 283010.112 0 3699544 136203 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 20% Formwork, Centering & Scaffoldin Above the Item Of Cum 1330.56 1330.56 42.54 False None None False None False 56602.0224 0 3699545 136203 None PWD SR 2023-24 V-3 It.No.13.9, P.No-122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), HOM complete as per specifications.MORTH Specification No.1500, 1600, 1700 & 2704 (PWD SR 2023-24 V-3 It.No.13.9, P.No-122) Cum 12426.75 12426.75 24.2 False None None False None False 300727.35 0 3699546 136203 None PWD SR 2023-24 P.NO-16 V-I 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 therequirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. MORTH Specification No. 2700 Cum 7185.15 7185.15 127.95 False None None False None False 919339.9425 0 3699547 136203 None PWD SR 2023-24 V-1 Page No .111 SI No 1-8 Percentage Additionalities for 20% Formwork, Centering & Scaffoldin Above the Item Of Cum 1437.03 1437.03 127.95 False None None False None False 183867.9885 0 3699548 136203 None PWD SR 2023-24 V-3 It.No.13.4, P.No-121 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing betweenvertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.MORTH Specification No.2703, 1500, 1600 & 1700 (PWD SR 2023-24 V-3 It.No.13.4, P.No-121) m 2445.45 2445.45 88.4 False None None False None False 216177.78 0 3699549 136203 None PWD DSR 2023-24 V-3 Page No 18, I no 2.11d 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. (PWD DSR 2023-24 V-3 Page No 18, I no 2.11d) Kg 90990.9 90990.9 16.16 False None None False None False 1470412.944 0 3699550 136203 None PWD SR 2023-24 V-3 It.No.12.4, P.No-117 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 wallto the full height compacted to a firm condition complete as per drawing and Technical Specification.MORTH Specification No.710.1.4.of IRC:78 and 2200, (PWD SR 2023-24 V-3 It.No.12.4, P.No-117) Cum 2810.85 2810.85 71.91 False None None False None False 202128.2235 0 3699551 136203 None PWD SR 2023-24 V-3 It.No.12.3, P.No-117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification, MORTH Specification No.710.1.4.of IRC:78 & 2200 (PWD SR 2023-24 V-3 It.No.12.3, P.No-117) Cum 1226.4 1226.4 74.25 False None None False None False 91060.2 0 3699552 136203 None PWD SR 2023-24 V-3 It.No.13.3, P.No-121 Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearingcourse on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.MORTH Specification No.515 & 2702, (PWD SR 2023-24 V-3 It.No.13.3, P.No-121) Sqm 525.0 525.0 231.55 False None None False None False 121563.75 0 3699553 136203 None PWD SR 2022-23 V-3 It.No.13.16, P.No-124 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, complete as per specifications MORTH Specification No. 2600 (PWD SR 2022-23 V-3 It.No.13.16, P.No-124) m 1884.75 1884.75 40.0 False None None False None False 75390.0 0 3699554 136203 None PWD SR 2023-24 V-3 It.No.14.4, P.No-129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications B.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15, MORTH Specification No.2504, (PWD SR 2023-24 V-3 It.No.14.4, P.No-129) Cum 6686.4 6686.4 37.5 False None None False None False 250740.0 0 3699555 136203 None PWD SR 2023-24 V-3 It.No.3.12, P.No-18 Construction of rock fill embankment with all lifts and lead Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.(PWD SR 2023-24 V-3 It.No.3.12, P.No-18) Cum 153.3 153.3 65.63 False None None False None False 10061.079 0 3699556 136203 None PWD SR 2023-24 V-3 It.No.13.7 P.No-121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 (PWD SR 2023-24 V-3 It.No.13.7 P.No-121) Nos 3434.55 3434.55 20.0 False None None False None False 68691.0 0 3699557 136203 None PWD SR 2023-24 V-3 It.No.13.14, P.No-123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. MORTH Specification No. 800 (PWD SR 2023-24 V-3 It.No.13.14, P.No-123) Sqm 88.2 88.2 48.0 False None None False None False 4233.6 0 3699558 136203 None PWD SR 2023-24 V-2 It.No.17.5, P.No-151 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.(PWD SR 2023-24 V-2 It.No.17.5, P.No-151) Each 1179.15 1179.15 20.0 False None None False None False 23583.0 0 3699559 136203 None PWD SR 2023-25 V-3 It.No.8.7, P.No-55 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 MORTH Specification No. 801 (PWD SR 2023-25 V-3 It.No.8.7, P.No-55) Nos 9460.5 9460.5 1.0 False None None False None False 9460.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1722927480000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1722927480000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1722927480000 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 1722927480000 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 1722927480000 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 1722927480000 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 1722927480000 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 1722927480000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1722927480000 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 1722927480000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1722927480000 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 1722927480000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1722927480000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1722927480000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1722927480000 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 1722927480000 1 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon). None 1722927480000 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 1722927480000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 52.51 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 1705.60 cum (b) PCC/RCC : 330.11 cum (c)GSB: 276.8 cum (d)WMM: 290.00cum (e)BM/SDBC:109.00cum (f)STEEl:12.92tonne. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2019-20 to 2023-24) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 210.03 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover 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 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 35.00 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 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 TENDERER MUST UPLOAD ELIGIBLE PWD REGISTRATION CERTIFICATE. Others PWD REGISTRATION CERTIFICATE createdTs version createdDate modifiedDate documentName None None None None Others -- PWD REGISTRATION CERTIFICATE
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Similar Nature of single work done Certificate True Technical Bid Quantity wise workdone certificate True Technical Bid Existing commitments or Ongoing works True Technical Bid Assesed tender capacity True Technical Bid Any other relevant documents. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1722927956000 version 0 createdDate None modifiedDate None blockNumber Office of Executive Engineer PWD Raichur Division,Raichur street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None