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noticeInvitingTenderDTO	createdTs 1709369586217 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 585105.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 17:00:00 tenderQueryClose 07-03-2024 17:00:00 technicalBidOpen 12-03-2024 17:00:01 publishedDate 02-03-2024 18:31:10 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 07-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G RAJU splitEmdRequiredYn True emdBankGuarantee 485105.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1709369586249 version 6 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9623 title Improvements to road from Thagaduru to join P.Marahalli via Kakkarahatti-Chunchanahalli-Konanuru road from Ch. 11.85 to 12.60 Km and Ch. 14.85 to 16.35 Km at Nanjangudu Taluk. description Improvements to road from Thagaduru to join P.Marahalli via Kakkarahatti-Chunchanahalli-Konanuru road from Ch. 11.85 to 12.60 Km and Ch. 14.85 to 16.35 Km at Nanjangudu Taluk. category WORKS categoryText Works ecv 39006982.62 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1674 locationName PWD Division Office Mysuru provisionalAmount 40000000.0 groupOverheadTotal 0.0 fileNumber KPWD/MYS/SPL2/ORF/KAKKARAHATTI/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709369586000 1 None None Roads Improvements to road from Thagaduru to join P.Marahalli via Kakkarahatti-Chunchanahalli-Konanuru road from Ch. 11.85 to 12.60 Km and Ch. 14.85 to 16.35 Km at Nanjangudu Taluk. 34057244.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884131 94336 None 2.5A 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, A. In area of light jungle Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 9, I.No : 2.5A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 463.74 463.74 69.0 False None None False None False 31998.06 0 2884132 94336 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 1593.68 False None None False None False 191815.3248 0 2884133 94336 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 17, I.No : 3.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 123.9 123.9 3105.0 False None None False None False 384709.5 0 2884134 94336 None 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, Inclusive of GST 18 Percent. Common SR Vol- 1 , P.No : 7, I.No : 1.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 559.32 559.32 3463.64 False None None False None False 1937283.1248 0 2884135 94336 None 4.1 A(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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 23, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2934.66 2934.66 3547.0 False None None False None False 10409239.02 0 2884136 94336 None 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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 3019.62 3019.62 2322.5 False None None False None False 7013067.45 0 2884137 94336 None 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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 17, I.No : 3.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 581.74 581.74 2998.17 False None None False None False 1744155.4158 0 2884138 94336 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction, Inclusive of GST 18 Percent. Common SR Vol- 1 , P.No :7 , I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 140.42 140.42 796.83 False None None False None False 111890.8686 0 2884139 94336 None 5.1 A(i) Prime coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 48.38 48.38 8715.0 False None None False None False 421631.7 0 2884140 94336 None 5.4 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom, Inclusive of GST 18 Percent Common. SR Vol-3 , P.No : 31, I.No : 5.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 16.52 16.52 8715.0 False None None False None False 143971.8 0 2884141 94336 None 5.3 Tack coat on Bituminous surface : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 14.16 14.16 2325.0 False None None False None False 32922.0 0 2884142 94336 None 5.8C Bituminous Macadam Grading - II for traffic Less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, Inclusive of GST 18 Percent. Common SR Vol-33, P.No : 33, I.No :5.8C ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 9039.98 9039.98 551.99 False None None False None False 4989978.5602 0 2884143 94336 None 5.31 Semi Dense Bituminous : ConcreteProviding 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 43, I.No : 5.31 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 11979.36 11979.36 275.99 False None None False None False 3306183.5664 0 2884144 94336 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 625.4 625.4 800.0 False None None False None False 500320.0 0 2884145 94336 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 430.7 430.7 1332.0 False None None False None False 573692.4 0 2884146 94336 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 4252.72 4252.72 16.0 False None None False None False 68043.52 0 2884147 94336 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :65, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 10631.8 10631.8 1.08 False None None False None False 11482.344 0 2884148 94336 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast), Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 3453.86 3453.86 4.0 False None None False None False 13815.44 0 2884149 94336 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast), Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.16(iii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 993.56 993.56 6.0 False None None False None False 5961.36 0 2884150 94336 None 8.25(i) Type-A "W" metal beam crash barrier : Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 69, I.No :8.25(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 4295.2 4295.2 500.0 False None None False None False 2147600.0 0 2884151 94336 None 1.90 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 7, I.No :1.90 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 313.88 313.88 55.7 False None None False None False 17483.116 0 1709369586000 1 None None Roads Construction of CC Drain at P. Marahalli village 1196558.63 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884152 94337 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 120.36 120.36 215.04 False None None False None False 25882.2144 0 2884153 94337 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 30.72 False None None False None False 217098.8544 0 2884154 94337 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7461.14 7461.14 60.72 False None None False None False 453040.4208 0 2884155 94337 None Addendum I Form work 35% : 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) 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2611.4 2611.4 36.0 False None None False None False 94010.4 0 2884156 94337 None 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 8074.74 8074.74 2.7 False None None False None False 21801.798 0 2884157 94337 None Addendum I For Form Work 35% : 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2826.16 2826.16 2.7 False None None False None False 7630.632 0 2884158 94337 None 17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete, Inclusive of GST 18 Percent. Common SR Vol-2 , P.No : 177, I.No :17.14 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1380.6 1380.6 80.0 False None None False None False 110448.0 0 2884159 94337 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification, Inclusive of GST 18 Percent Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 2.86 False None None False None False 266646.3228 0 1709369586000 1 None None Roads Construction of Pipe culvert at ch 11.95 km & 12.05km of Thagaduru Kakkarahatti- Chunchanahalli - Konanuru-P.Maralli road 370494.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884160 94338 None 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, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 8. I.No 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 114.48 False None None False None False 13778.8128 0 2884161 94338 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 15. I.No 2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 2.16 False None None False None False 15264.7632 0 2884162 94338 None 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 16. I.No 2.5.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7823.4 7823.4 13.66 False None None False None False 106867.644 0 2884163 94338 None Addendum I Form work 8%: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 625.87 625.87 13.66 False None None False None False 8549.3842 0 2884164 94338 None 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, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, Inclusive of GST 18 Percent. ( Common SR Vol-3 page No 146. I.No 16.15(b) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 9390.44 9390.44 20.0 False None None False None False 187808.8 0 2884165 94338 None 2.11h 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, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 18. I.No 2.11h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 0.41 False None None False None False 38225.5218 0 1709369586000 1 None None Roads Construction of Retaining wall at ch 15.00 km of Thagaduru Kakkarahatti- Chunchanahalli - Konanuru-P.Maralli road 2314366.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884166 94339 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 176.25 False None None False None False 21213.45 0 2884167 94339 None 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 23.5 False None None False None False 166074.97 0 2884168 94339 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.2.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7418.66 7418.66 44.0 False None None False None False 326421.04 0 2884169 94339 None Addendum I For Form Work 10% : 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 112, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 741.87 741.87 44.0 False None None False None False 32642.28 0 2884170 94339 None 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 8074.74 8074.74 76.5 False None None False None False 617717.61 0 2884171 94339 None Addendum I For Form Work 10% : 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 112, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 807.47 807.47 76.5 False None None False None False 61771.455 0 2884172 94339 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 7.83 False None None False None False 730014.2334 0 2884173 94339 None 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 117, I.No : 12.3 A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1378.28 1378.28 255.0 False None None False None False 351461.4 0 2884174 94339 None 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 117, I.No : 12.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 282.02 282.02 25.0 False None None False None False 7050.5 0 1709369586000 1 None None Roads Maintenance of road Upto 5 Years (Including 2 years Contract period) 1068317.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884175 94340 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884176 94340 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884177 94340 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884178 94340 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 93, I.No : 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 310.34 310.34 43.12 False None None False None False 13381.8608 0 2884179 94340 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 93, I.No : 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 310.34 310.34 86.25 False None None False None False 26766.825 0 2884180 94340 None 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, horing, 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, Inclusive of GST 18 Percent. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 35.89 False None None False None False 4319.7204 0 2884181 94340 None 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, horing, 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, Inclusive of GST 18 Percent. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 35.89 False None None False None False 4319.7204 0 2884182 94340 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884183 94340 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884184 94340 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884185 94340 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908, Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884186 94340 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908, Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884187 94340 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908., Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884188 94340 None 16.20 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 147, I.No : 16.20) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 2415.46 2415.46 4.0 False None None False None False 9661.84 0 2884189 94340 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 147, I.No : 16.22) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 2341.12 2341.12 2.3 False None None False None False 5384.576 0 2884190 94340 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synt hetic enamel paint, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 243.08 243.08 2.3 False None None False None False 559.084 0 2884191 94340 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1339.3 1339.3 2.3 False None None False None False 3080.39 0 1709372102000 0 None None Roads Improvements to road from Thagaduru to join P.Marahalli via Kakkarahatti-Chunchanahalli-Konanuru road from Ch. 11.85 to 12.60 Km and Ch. 14.85 to 16.35 Km at Nanjangudu Taluk. 39006982.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2884588 94366 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 120.36 120.36 215.04 False None None False None False 25882.2144 0 2884596 94366 None 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, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 8. I.No 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 114.48 False None None False None False 13778.8128 0 2884602 94366 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 176.25 False None None False None False 21213.45 0 2884611 94366 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884567 94366 None 2.5A 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, A. In area of light jungle Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 9, I.No : 2.5A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. 100 Sqm 463.74 463.74 69.0 False None None False None False 31998.06 0 2884568 94366 None 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, horing, 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 1593.68 False None None False None False 191815.3248 0 2884612 94366 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884603 94366 None 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 23.5 False None None False None False 166074.97 0 2884597 94366 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 15. I.No 2.1.3) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 2.16 False None None False None False 15264.7632 0 2884589 94366 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7067.02 7067.02 30.72 False None None False None False 217098.8544 0 2884613 94366 None Data rate Clearing and grubbing road land including weeds, shrubs, bushes, 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 in Light jungle -. By Mechanical Means using weed cutter (heavy), Inclusive of GST 18 Percent. (Data rate) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. ha 40768.43 40768.43 6.9 False None None False None False 281302.167 0 2884569 94366 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 17, I.No : 3.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 123.9 123.9 3105.0 False None None False None False 384709.5 0 2884598 94366 None 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 16. I.No 2.5.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7823.4 7823.4 13.66 False None None False None False 106867.644 0 2884590 94366 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7461.14 7461.14 60.72 False None None False None False 453040.4208 0 2884604 94366 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.2.1 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 7418.66 7418.66 44.0 False None None False None False 326421.04 0 2884605 94366 None Addendum I For Form Work 10% : 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 112, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 741.87 741.87 44.0 False None None False None False 32642.28 0 2884599 94366 None Addendum I Form work 8%: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 625.87 625.87 13.66 False None None False None False 8549.3842 0 2884591 94366 None Addendum I Form work 35% : 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) 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2611.4 2611.4 36.0 False None None False None False 94010.4 0 2884570 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol- 1 , P.No : 7, I.No : 1.8 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 559.32 559.32 3463.64 False None None False None False 1937283.1248 0 2884614 94366 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 93, I.No : 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 310.34 310.34 43.12 False None None False None False 13381.8608 0 2884600 94366 None 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, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, Inclusive of GST 18 Percent. ( Common SR Vol-3 page No 146. I.No 16.15(b) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 9390.44 9390.44 20.0 False None None False None False 187808.8 0 2884571 94366 None 4.1 A(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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 23, I.No : 4.1 A(v) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2934.66 2934.66 3547.0 False None None False None False 10409239.02 0 2884606 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 8074.74 8074.74 76.5 False None None False None False 617717.61 0 2884592 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 8074.74 8074.74 2.7 False None None False None False 21801.798 0 2884615 94366 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 93, I.No : 10.15(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 310.34 310.34 86.25 False None None False None False 26766.825 0 2884572 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 3019.62 3019.62 2322.5 False None None False None False 7013067.45 0 2884601 94366 None 2.11h 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, Inclusive of GST 18 Percent. ( Common SR Vol-1 page No 18. I.No 2.11h) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 0.41 False None None False None False 38225.5218 0 2884616 94366 None 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, horing, 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, Inclusive of GST 18 Percent. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 35.89 False None None False None False 4319.7204 0 2884607 94366 None Addendum I For Form Work 10% : 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 112, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 807.47 807.47 76.5 False None None False None False 61771.455 0 2884593 94366 None Addendum I For Form Work 35% : 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, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 111, Addendum I ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 2826.16 2826.16 2.7 False None None False None False 7630.632 0 2884608 94366 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 7.83 False None None False None False 730014.2334 0 2884594 94366 None 17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete, Inclusive of GST 18 Percent. Common SR Vol-2 , P.No : 177, I.No :17.14 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 1380.6 1380.6 80.0 False None None False None False 110448.0 0 2884617 94366 None 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, horing, 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, Inclusive of GST 18 Percent. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 120.36 120.36 35.89 False None None False None False 4319.7204 0 2884573 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 17, I.No : 3.6 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 581.74 581.74 2998.17 False None None False None False 1744155.4158 0 2884595 94366 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification, Inclusive of GST 18 Percent Common SR Vol-1 , P.No : 18, I.No : 2.11h ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Tonne 93232.98 93232.98 2.86 False None None False None False 266646.3228 0 2884618 94366 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884574 94366 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction, Inclusive of GST 18 Percent. Common SR Vol- 1 , P.No :7 , I.No : 1.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 140.42 140.42 796.83 False None None False None False 111890.8686 0 2884609 94366 None 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 117, I.No : 12.3 A ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 1378.28 1378.28 255.0 False None None False None False 351461.4 0 2884610 94366 None 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 117, I.No : 12.2 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 282.02 282.02 25.0 False None None False None False 7050.5 0 2884575 94366 None 5.1 A(i) Prime coat over WMM/WBM: Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 48.38 48.38 8715.0 False None None False None False 421631.7 0 2884619 94366 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884620 94366 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment, Inclusive of GST 18 Percent. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 114.46 114.46 172.5 False None None False None False 19744.35 0 2884576 94366 None 5.4 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom, Inclusive of GST 18 Percent Common. SR Vol-3 , P.No : 31, I.No : 5.4 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 16.52 16.52 8715.0 False None None False None False 143971.8 0 2884577 94366 None 5.3 Tack coat on Bituminous surface : Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.3 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 14.16 14.16 2325.0 False None None False None False 32922.0 0 2884621 94366 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908, Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884578 94366 None 5.8C Bituminous Macadam Grading - II for traffic Less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, Inclusive of GST 18 Percent. Common SR Vol-33, P.No : 33, I.No :5.8C ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 9039.98 9039.98 551.99 False None None False None False 4989978.5602 0 2884622 94366 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908, Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884579 94366 None 5.31 Semi Dense Bituminous : ConcreteProviding 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 43, I.No : 5.31 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 11979.36 11979.36 275.99 False None None False None False 3306183.5664 0 2884623 94366 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908., Inclusive of GST 18 Percent.(Common SR Vol-3 , P.No : 147, I.No : 16.19) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 7.08 7.08 4600.0 False None None False None False 32568.0 0 2884580 94366 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 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, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.15 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 625.4 625.4 800.0 False None None False None False 500320.0 0 2884624 94366 None 16.20 Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 147, I.No : 16.20) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 2415.46 2415.46 4.0 False None None False None False 9661.84 0 2884625 94366 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 147, I.No : 16.22) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 2341.12 2341.12 2.3 False None None False None False 5384.576 0 2884581 94366 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 74, I.No : 8.43 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Nos 430.7 430.7 1332.0 False None None False None False 573692.4 0 2884626 94366 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synt hetic enamel paint, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 243.08 243.08 2.3 False None None False None False 559.084 0 2884582 94366 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 4252.72 4252.72 16.0 False None None False None False 68043.52 0 2884627 94366 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade, Inclusive of GST 18 Percent. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Km 1339.3 1339.3 2.3 False None None False None False 3080.39 0 2884583 94366 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :65, I.No : 8.7 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Sqm 10631.8 10631.8 1.08 False None None False None False 11482.344 0 2884584 94366 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast), Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 3453.86 3453.86 4.0 False None None False None False 13815.44 0 2884585 94366 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast), Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :67, I.No : 8.16(iii) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Each 993.56 993.56 6.0 False None None False None False 5961.36 0 2884586 94366 None 8.25(i) Type-A "W" metal beam crash barrier : Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 69, I.No :8.25(i) ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Mtr 4295.2 4295.2 500.0 False None None False None False 2147600.0 0 2884587 94366 None 1.90 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 7, I.No :1.90 ---- Including cost of all materials, with all lead lift and labour charges, complete as directed by the Engineer-in-charge of the work. Cum 313.88 313.88 55.7 False None None False None False 17483.116 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709369587000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709369587000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709369587000 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 1709369665000 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 KPP Portal on or before the last date and time of bid submission None 1709369821000 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 due to internet connectivity issues and technical glitches at bidders end None 1709369843000 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 1709369855000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1709369957000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1709369997000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1709370009000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1709370051000 0 None None ELIGIBILITY Contractors should be registered as KPWD Class II and Above Civil Contractor None 1709370065000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1709370077000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1709370103000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval None 1709370152000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons None 1709370173000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1709370216000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, PWD Division, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders inaccordance with the Conditions of Contract None 1709370243000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials None 1709370254000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1709370267000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1709370280000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1709370294000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1709370317000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1709370331000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1709370351000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1709370374000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act None 1709370405000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1709370419000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1709370544000 0 None None ELIGIBILITY Rs 1,00,000.00 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1709370657000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1709370699000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1709370713000 0 None None ELIGIBILITY Bankers E-mail ID & Contact Number must be Up loaded None 1709370727000 0 None None ELIGIBILITY The defect liability period for this project shall be total 5 Years (Five) (Initial 2 years DLP without any financial implications and subsequent 3 years DLP nominal maintenance should be carried out as per BOQ) None 1709370769000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days. None 1709370819000 0 None None ELIGIBILITY As per the clause 13 of KW-4 (Conditions of contract) after the award of the tender The contractor shall prior to commencing the works, effect and there after maintain insurances, in the joint names of the employer and the contractor, (cover from the frst working day after the start date to the end of defects liability period) in the amounts stated in the contract data None 1709370845000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 15 days as per KTTP and appeal should be through e-proc only as per Govt.order No:pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters. None 1709370908000 0 None None ELIGIBILITY Within 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract. None 1709371079000 0 None None ELIGIBILITY Estimate rates are including 18% GST None 1709371107000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certifcate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection None 1709371157000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1709371179000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1709371196000 0 None None ELIGIBILITY The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant. None 1709371220000 0 None None ELIGIBILITY 18%GST shall not be paid to the tendered amount separately 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 Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. 195.00 Lakhs (50% of estimated cost of tender) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1)Earthwork Excavation 1737.00 cum 2) Embankment/Subgrade/Earthen shoulder 5807.00 cum 3)Granular Sub base 2838.00 cum 4) WMM 1858.00 Cum 5)MSS/BM/DBM/SDBC/BC 663.00 Cum 6) CC/PCC/RCC 184.00 cum 7)STEEL 9.00 tonne Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded 1) Hot Mix Plant Not less than 40/60 1 Own 1 Hire 2) Asphalt Paver Finisher 1 Own 1 Hire 3) Smooth wheeled roller 1 Own 1 Hire 4) Asphalt vibratory rollar 1 Own1 Hire 5) Tipper/HGV 2 own 2 Hire 6) Motar Grader 1 Hire 7) Excavator 1 Own 1 Hire 8) Pugmill 1 Hire 9) Vehicle mounted bitumen sprayer 1 Own 1 Hire 10) Concrete mixer with Hooper 1 Own 1 Hire 11) Water Tanker 2 Own 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- machineries None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. 780.00Lakhs) 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. 234.00 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last fve years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2018-19 to 2022-23 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Contractors should be registered as KPWD Class II and above Civil Contractor Others KPWD registration Certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None List of existing commitments and ongoing works Others Existing Commitments work details 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 Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted
tenderCriterionDocumentList	documentName optional documentTypeText Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2018-19 to 2022-23 True Technical Bid KPWD Registration Certificate True Technical Bid Annual Turnover Certifcate with UDIN from CA and Proft & loss statements with income tax True Technical Bid Banker Certifcate - Line of Credit in the prescribed format True Technical Bid Work Done Certifcate for Similar nature work, duly attested by the Officer Not below the rank of E.E True Technical Bid List of existing commitments and ongoing works True Technical Bid List of works for which tenders already submitted True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Mysuru Nanjanagodu Mysore None Kakkarahatti None None None None None None Roads Mysuru Nanjanagodu Mysore None P.Marahalli None None None None None None Roads Mysuru Nanjanagodu Mysore None Kakkaratti None None None None None None Roads Mysuru Nanjanagodu Mysore None Kakkarahatti None None None None None None Roads Mysuru Nanjanagodu Mysore None Kakkarahatti None None None None None None
tenderAddress	createdTs 1709383098000 version 0 createdDate None modifiedDate None blockNumber O/o Executive Engineer, PWD Division, Vinoba Road, Mysuru street None city Mysore state Karnataka pin 570005
tenderRecallDTO	None