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noticeInvitingTenderDTO	createdTs 1710430985076 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1947000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-04-2024 16:30:00 tenderQueryClose 21-03-2024 17:30:00 technicalBidOpen 22-04-2024 11:30:00 publishedDate 14-03-2024 21:38:15 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-03-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 1847000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1710430985109 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9976 title Pkg-691 A)Improvements to Aladakatti cross Mushtigeri Halageri Bellikindi from Ch 0.00 to 6.00 km (in Selected reaches) B) Improvements to SH-14 to Kalasa from Ch 0.00 km to 1.00 km and ch.3.22km to 6.04km (in Selected reaches) C) Improvements to MDR SH-14 to Vadavatti Bankaneri from Km 0.00 to 6.60 (in Selected reaches) D) Improvements to MDR Hosur Shivayogimandir from Km 3.00 to 6.00 (in Selected reaches) in Badami taluk of Bagalkote Dist description Pkg-691 A)Improvements to Aladakatti cross Mushtigeri Halageri Bellikindi from Ch 0.00 to 6.00 km (in Selected reaches) B) Improvements to SH-14 to Kalasa from Ch 0.00 km to 1.00 km and ch.3.22km to 6.04km (in Selected reaches) C) Improvements to MDR SH-14 to Vadavatti Bankaneri from Km 0.00 to 6.60 (in Selected reaches) D) Improvements to MDR Hosur Shivayogimandir from Km 3.00 to 6.00 (in Selected reaches) in Badami taluk of Bagalkote Dist category WORKS categoryText Works ecv 194715699.87 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 200000000.0 groupOverheadTotal 0.0 fileNumber CPO/PIU/SHDP/PH-5/STG-1/PKG-691/BGK/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710430985000 0 None None Roads Pkg-691 A)Improvements to Aladakatti cross Mushtigeri Halageri Bellikindi from Ch 0.00 to 6.00 km (in Selected reaches) 56060239.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076789 105246 None UNI SR 2023-24,V-3,PageNo.149 Item No.16.29 Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 UNISR2023-24,V-3,PageNo.149Item No.16.29 Nos 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3076790 105246 None UNI SR 2023 - 24 ,V-3, Page No 1 Item No 2.5 Clearing and Grubbing Road Land.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 jungleUNI SR 2023-24, V-3, Page No. 9 Item No.2.5(ii) a Sqm 463.74 463.74 100.8 False None None False None False 46744.992 0 3076791 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. UNI SR 2023-24, V-3,Page No. 17 Item No.3.5 Sqm 7.08 7.08 13312.5 False None None False None False 94252.5 0 3076792 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.6 Construction of Subgrade and Earthen ShouldersConstruction 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 UNI SR 2023-24, V-3,Page No. 17 Item No.3.6. Cum 581.74 581.74 3864.38 False None None False None False 2248064.4212 0 3076793 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 23 Item No 4.2 By Mix in Place MethodConstruction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) For Grading -V Material UNI SR 2023-24, V-3,Page No. 23 Item No.4.2. (B) (5) Cum 2783.62 2783.62 3901.45 False None None False None False 10860154.249 0 3076794 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 26 Item No 4.17 Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24, V-3,Page No. 26 Item No.4.17 Cum 3019.62 3019.62 4060.0 False None None False None False 12259657.2 0 3076795 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 5.1 A Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means UNI SR 2023-24, V-3,Page No. 31 Item No.5.1 A (i) Sqm 48.38 48.38 15400.0 False None None False None False 745052.0 0 3076796 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 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 UNI SR 2023-24, V-3,Page No. 31 Item No.5.3 (i) Sqm 14.16 14.16 15400.0 False None None False None False 218064.0 0 3076797 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 35 Item No 5.12 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.UNI SR 2023-24, V-3,Page No. 35 Item No.5.12 (c) Cum 11149.82 11149.82 770.0 False None None False None False 8585361.4 0 3076798 105246 None UNI SR 2023 - 24 ,V-3 ,Page No 37 Item No 5.16(c) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsUNI SR 2023-24, V-3,Page No. 38 Item No.5.16(c) Cum 12925.72 12925.72 462.0 False None None False None False 5971682.64 0 3076799 105246 None UNI SR 2023-24,V-3,PageNo.49 Item No.6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. Cum 5805.6 5805.6 618.75 False None None False None False 3592215.0 0 3076800 105246 None UNI SR 2023-24,V-3,PageNo.49 Item No.6.2.1 Pavement Quality Concrete using paver - M40 Grade Construction of M40 grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Cement at 420 kg/m3, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Cum 10691.98 10691.98 1031.25 False None None False None False 11026104.375 0 3076801 105246 None Vol-1 i.nO.1.12 P.no.8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 3360.0 False None None False None False 376656.0 0 1710430985000 0 None None Roads Road Furnitures 841917.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076802 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(i) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 5th kilometre stone (precast) No 5995.8 5995.8 1.0 False None None False None False 5995.8 0 3076803 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(ii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) No 3453.86 3453.86 4.0 False None None False None False 13815.44 0 3076804 105247 None UNI SR 2023 - 24 ,V-3 ,Page No67 Item No 8.16(iii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) No 993.56 993.56 16.0 False None None False None False 15896.96 0 3076805 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 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/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 710.0 False None None False None False 444034.0 0 3076806 105247 None UNI SR 2023-24 ,V-3 ,Page No 64 Item No 8.6(ii) 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. 90 cm equilateral triangle No 5602.64 5602.64 8.0 False None None False None False 44821.12 0 3076807 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 64 Item No 8.6(vi) 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. 90 cm circular No 7575.6 7575.6 4.0 False None None False None False 30302.4 0 3076808 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 65 Item No 8.6(ix) 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. 90 mm x 75 mm rectangular No 7845.82 7845.82 4.0 False None None False None False 31383.28 0 3076809 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 71 Item No 8.31 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. No 221.84 221.84 172.0 False None None False None False 38156.48 0 3076810 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 74 Item No 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 430.7 430.7 500.0 False None None False None False 215350.0 0 3076811 105247 None UNI SR 2023 - 24 ,V-3 ,Page No 66 Item No 8.14 i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width No 168.74 168.74 12.81 False None None False None False 2161.5594 0 1710430985000 0 None None Roads CC Drain Works 9743093.08 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076812 105248 None UNI SR 2023 - 24 ,V-1 ,Page No 8 Item No 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 1923.75 False None None False None False 231542.55 0 3076813 105248 None UNI SR 2023 - 24 ,V-1 ,Page No 15 Item No 2.1.4 Levelling Course - M10 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 & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 7336.06 7336.06 172.5 False None None False None False 1265470.35 0 3076814 105248 None UNI SR 2023 - 24 ,V-1 ,Page No 18 Item No 2.1h TMT for All Structures 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 Tonne 93232.98 93232.98 32.6 False None None False None False 3039395.148 0 3076815 105248 None UNI SR 2023 - 24 ,V-1 ,Page No 17 Item No 2.5.2 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10072.54 10072.54 367.5 False None None False None False 3701658.45 0 3076816 105248 None UNI SR 2023 - 24 ,V-1 ,Page No 17 Item No 2.5.2 Concrete for Super Structure Works 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 Cum 10561.59 10561.59 142.5 False None None False None False 1505026.575 0 1710430985000 0 None None Roads Construction of Field Culverts for Pkg-691 A) 918526.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076817 105249 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 137.9 False None None False None False 16597.644 0 3076818 105249 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No 2.1.4 Levelling Course - M10 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 & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 7336.06 7336.06 8.59 False None None False None False 63016.7554 0 3076819 105249 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No 2.1h TMT for All Structures 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 t 93232.98 93232.98 0.93 False None None False None False 86706.6714 0 3076820 105249 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.2 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(including formwork) Cum 8058.03 8058.03 39.89 False None None False None False 321434.8167 0 3076821 105249 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No 9.1 (i) Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets i. 1000 mm . Rmtr 11185.22 11185.22 37.5 False None None False None False 419445.75 0 3076822 105249 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No 1.9 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. Cum 313.88 313.88 36.08 False None None False None False 11324.7904 0 1710430985000 0 None None Roads 1st Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076823 105250 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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.(quantity to be executed 100.8) Incl of GST 18 percent 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076824 105250 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18% (quantity to be exucuted 7100) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076825 105250 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 319.5) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076826 105250 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 10650) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076827 105250 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 0) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076828 105250 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 2nd Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076829 105251 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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. - Rates are inclusive of GST 18%(quantity to be executed 100.80) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076830 105251 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18%(quantity to be executed 2840) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076831 105251 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 319.50) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076832 105251 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 1065) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076833 105251 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 124.25) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076834 105251 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 3rd Year Maintenance 281762.73 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076835 105252 None 1AA 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 519.39 519.39 30.24 False None None False None False 15706.3536 0 3076836 105252 None 2AA Maintenance of Drains - 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.(2x3550x40percent) Rmtr 7.93 7.93 2840.0 False None None False None False 22521.2 0 3076837 105252 None 3AA Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 51.54 51.54 319.5 False None None False None False 16467.03 0 3076838 105252 None 4AA Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 128.2 128.2 1065.0 False None None False None False 136533.0 0 3076839 105252 None 5AA Maintenance of Road Signs- 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 1910 " Km 2622.05 2622.05 3.55 False None None False None False 9308.2775 0 3076840 105252 None 6AA Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 272.25 272.25 3.55 False None None False None False 966.4875 0 3076841 105252 None 7AA Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps 8 and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils" Cum 125.55 125.55 90.0 False None None False None False 11299.5 0 3076842 105252 None 8AA of Parapet walls of CD work. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No." Sqm 144.05 144.05 60.0 False None None False None False 8643.0 0 3076843 105252 None 8AA Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4" cm 1.19 1.19 4500.0 False None None False None False 5355.0 0 3076844 105252 None 9AA Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 563.0 563.0 97.625 False None None False None False 54962.875 0 1710430985000 0 None None Roads 4th Year Maintenance 418818.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076845 105253 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 537.94 537.94 30.24 False None None False None False 16267.3056 0 3076846 105253 None 16.19 Maintenance of Drains - 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. " Rmtr 8.21 8.21 2840.0 False None None False None False 23316.4 0 3076847 105253 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 53.38 53.38 319.5 False None None False None False 17054.91 0 3076848 105253 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 132.77 132.77 1065.0 False None None False None False 141400.05 0 3076849 105253 None 10.4 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 583.11 583.11 97.63 False None None False None False 56929.0293 0 3076850 105253 None 1.14.1 Nala Training 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. " Cum 130.04 130.04 1260.0 False None None False None False 163850.4 0 1710430985000 0 None None Roads 5th Year Maintenance 638440.45 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076851 105254 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 556.49 556.49 30.24 False None None False None False 16828.2576 0 3076852 105254 None 16.19 Maintenance of Drains - 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. " Rmtr 8.5 8.5 2840.0 False None None False None False 24140.0 0 3076853 105254 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 319.5 False None None False None False 17642.79 0 3076854 105254 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 2130.0 False None None False None False 292555.5 0 3076855 105254 None 10.4 concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III- 10.5 / Page No. 91)" Sqm 603.22 603.22 195.25 False None None False None False 117778.705 0 3076856 105254 None 1.14.1 Nala Training 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. " Cum 134.52 134.52 1260.0 False None None False None False 169495.2 0 1710430985000 0 None None Roads 6th Year Re-Laying 8960471.19 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076857 105255 None 16.22 Maintenance of Road Signs- 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 1910 " Km 2902.99 2902.99 3.55 False None None False None False 10305.6145 0 3076858 105255 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 301.42 301.42 3.55 False None None False None False 1070.041 0 3076859 105255 None 16.26 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66)" Sqm 159.49 159.49 3200.0 False None None False None False 510368.0 0 3076860 105255 None 8.4 Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4 Page No.63)" Nos 1.32 1.32 4500.0 False None None False None False 5940.0 0 3076861 105255 None 5.3i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 15400.0 False None None False None False 270424.0 0 3076862 105255 None 5.16B Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 15897.67 15897.67 462.0 False None None False None False 7344723.54 0 3076863 105255 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.5 775.5 710.0 False None None False None False 550605.0 0 3076864 105255 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74)" Nos 534.07 534.07 500.0 False None None False None False 267035.0 0 1710430985000 0 None None Roads Pkg-691 B) Improvements to SH-14 to Kalasa from Ch 0.00 km to 1.00 km and ch.3.22km to 6.04km (in Selected reaches) 38454731.04 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076865 105256 None UNI SR 2023-24,V-3,PageNo.149 Item No.16.29 Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 UNISR2023-24,V-3,PageNo.149Item No.16.29 Nos 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3076866 105256 None UNI SR 2023 - 24 ,V-3, Page No 1 Item No 2.5 Clearing and Grubbing Road Land.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 jungleUNI SR 2023-24, V-3, Page No. 9 Item No.2.5(ii) a Sqm 463.74 463.74 83.88 False None None False None False 38898.5112 0 3076867 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. UNI SR 2023-24, V-3,Page No. 17 Item No.3.5 Sqm 7.08 7.08 8737.5 False None None False None False 61861.5 0 3076868 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.6 Construction of Subgrade and Earthen ShouldersConstruction 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 UNI SR 2023-24, V-3,Page No. 17 Item No.3.6. Cum 581.74 581.74 9157.72 False None None False None False 5327412.0328 0 3076869 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 23 Item No 4.2 By Mix in Place MethodConstruction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) For Grading -V Material UNI SR 2023-24, V-3,Page No. 23 Item No.4.2. (B) (5) Cum 2783.62 2783.62 3434.42 False None None False None False 9560120.2004 0 3076870 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 26 Item No 4.17 Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24, V-3,Page No. 26 Item No.4.17 Cum 3019.62 3019.62 3378.5 False None None False None False 10201786.17 0 3076871 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 5.1 A Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means UNI SR 2023-24, V-3,Page No. 31 Item No.5.1 A (i) Sqm 48.38 48.38 12815.0 False None None False None False 619989.7 0 3076872 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 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 UNI SR 2023-24, V-3,Page No. 31 Item No.5.3 (i) Sqm 14.16 14.16 12815.0 False None None False None False 181460.4 0 3076873 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 35 Item No 5.12 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.UNI SR 2023-24, V-3,Page No. 35 Item No.5.12 (c) Cum 11149.82 11149.82 640.75 False None None False None False 7144247.165 0 3076874 105256 None UNI SR 2023 - 24 ,V-3 ,Page No 37 Item No 5.16(c) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsUNI SR 2023-24, V-3,Page No. 38 Item No.5.16(c) Cum 12925.72 12925.72 384.45 False None None False None False 4969293.054 0 3076875 105256 None Vol-1 i.nO.1.12 P.no.8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 2796.0 False None None False None False 313431.6 0 1710430985000 0 None None Roads Road Furnitures 593094.94 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076876 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(ii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) No 3453.86 3453.86 2.0 False None None False None False 6907.72 0 3076877 105257 None UNI SR 2023 - 24 ,V-3 ,Page No67 Item No 8.16(iii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) No 993.56 993.56 8.0 False None None False None False 7948.48 0 3076878 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 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/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 466.0 False None None False None False 291436.4 0 3076879 105257 None UNI SR 2023-24 ,V-3 ,Page No 64 Item No 8.6(ii) 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. 90 cm equilateral triangle No 5602.64 5602.64 8.0 False None None False None False 44821.12 0 3076880 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 64 Item No 8.6(vi) 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. 90 cm circular No 7575.6 7575.6 4.0 False None None False None False 30302.4 0 3076881 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 65 Item No 8.6(ix) 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. 90 mm x 75 mm rectangular No 7845.82 7845.82 4.0 False None None False None False 31383.28 0 3076882 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 71 Item No 8.31 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. No 221.84 221.84 172.0 False None None False None False 38156.48 0 3076883 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 74 Item No 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 430.7 430.7 325.0 False None None False None False 139977.5 0 3076884 105257 None UNI SR 2023 - 24 ,V-3 ,Page No 66 Item No 8.14 i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width No 168.74 168.74 12.81 False None None False None False 2161.5594 0 1710430985000 0 None None Roads Construction of Field Culverts for Pkg-691 B) 1286821.25 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076885 105258 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 193.06 False None None False None False 23236.7016 0 3076886 105258 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No 2.1.4 Levelling Course - M10 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 & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 7336.06 7336.06 12.03 False None None False None False 88252.8018 0 3076887 105258 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No 2.1h TMT for All Structures 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 t 93232.98 93232.98 1.31 False None None False None False 122135.2038 0 3076888 105258 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.2 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(including formwork) Cum 8058.03 8058.03 55.86 False None None False None False 450121.5558 0 3076889 105258 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No 9.1 (i) Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets i. 1000 mm . Rmtr 11185.22 11185.22 52.5 False None None False None False 587224.05 0 3076890 105258 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No 1.9 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. Cum 313.88 313.88 50.5 False None None False None False 15850.94 0 1710430985000 0 None None Roads 1st Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076891 105259 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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.(quantity to be executed 83.88) Incl of GST 18 percent 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076892 105259 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18% (quantity to be exucuted 4660) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076893 105259 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 209.7) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076894 105259 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 6990) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076895 105259 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 0) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076896 105259 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 2nd Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076897 105260 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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. - Rates are inclusive of GST 18%(quantity to be executed 83.88) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076898 105260 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18%(quantity to be executed 1864) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076899 105260 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 209.07) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076900 105260 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 699) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076901 105260 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 43.6875) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076902 105260 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 3rd Year Maintenance 184908.47 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076903 105261 None 1AA 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 519.39 519.39 25.164 False None None False None False 13069.92996 0 3076904 105261 None 2AA Maintenance of Drains - 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.(2x2330x40percent) Rmtr 7.93 7.93 1864.0 False None None False None False 14781.52 0 3076905 105261 None 3AA Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 51.54 51.54 209.7 False None None False None False 10807.938 0 3076906 105261 None 4AA Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 128.2 128.2 699.0 False None None False None False 89611.8 0 3076907 105261 None 5AA Maintenance of Road Signs- 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 1910 " Km 2622.05 2622.05 2.33 False None None False None False 6109.3765 0 3076908 105261 None 6AA Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 272.25 272.25 2.33 False None None False None False 634.3425 0 3076909 105261 None 7AA Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps 8 and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils" Cum 125.55 125.55 90.0 False None None False None False 11299.5 0 3076910 105261 None 8AA of Parapet walls of CD work. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No." Sqm 144.05 144.05 60.0 False None None False None False 8643.0 0 3076911 105261 None 8AA Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4" cm 1.19 1.19 4500.0 False None None False None False 5355.0 0 3076912 105261 None 9AA Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 563.0 563.0 43.6875 False None None False None False 24596.0625 0 1710430985000 0 None None Roads 4th Year Maintenance 322165.2 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076913 105262 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 537.94 537.94 25.164 False None None False None False 13536.72216 0 3076914 105262 None 16.19 Maintenance of Drains - 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. " Rmtr 8.21 8.21 1864.0 False None None False None False 15303.44 0 3076915 105262 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 53.38 53.38 209.7 False None None False None False 11193.786 0 3076916 105262 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 132.77 132.77 699.0 False None None False None False 92806.23 0 3076917 105262 None 10.4 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 583.11 583.11 43.6875 False None None False None False 25474.618125 0 3076918 105262 None 1.14.1 Nala Training 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. " Cum 130.04 130.04 1260.0 False None None False None False 163850.4 0 1710430985000 0 None None Roads 5th Year Maintenance 455643.99 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076919 105263 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 556.49 556.49 25.164 False None None False None False 14003.51436 0 3076920 105263 None 16.19 Maintenance of Drains - 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. " Rmtr 8.5 8.5 1864.0 False None None False None False 15844.0 0 3076921 105263 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 209.7 False None None False None False 11579.634 0 3076922 105263 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 1398.0 False None None False None False 192015.3 0 3076923 105263 None 10.4 concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III- 10.5 / Page No. 91)" Sqm 603.22 603.22 87.375 False None None False None False 52706.3475 0 3076924 105263 None 1.14.1 Nala Training 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. " Cum 134.52 134.52 1260.0 False None None False None False 169495.2 0 1710430985000 0 None None Roads 6th Year Re-Laying 7395620.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076925 105264 None 16.22 Maintenance of Road Signs- 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 1910 " Km 2902.99 2902.99 2.33 False None None False None False 6763.9667 0 3076926 105264 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 301.42 301.42 2.33 False None None False None False 702.3086 0 3076927 105264 None 16.26 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66)" Sqm 159.49 159.49 3200.0 False None None False None False 510368.0 0 3076928 105264 None 8.4 Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4 Page No.63)" Nos 1.32 1.32 4500.0 False None None False None False 5940.0 0 3076929 105264 None 5.3i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 12815.0 False None None False None False 225031.4 0 3076930 105264 None 5.16B Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 15897.67 15897.67 384.45 False None None False None False 6111859.2315 0 3076931 105264 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.5 775.5 466.0 False None None False None False 361383.0 0 3076932 105264 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74)" Nos 534.07 534.07 325.0 False None None False None False 173572.75 0 1710430985000 0 None None Roads Pkg-691C) Improvements to MDR SH-14 to Vadavatti Bankaneri from Km 0.00 to 6.60 (in Selected reaches) 38056046.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076933 105265 None UNI SR 2023-24,V-3,PageNo.149 Item No.16.29 Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 UNISR2023-24,V-3,PageNo.149Item No.16.29 Nos 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3076934 105265 None UNI SR 2023 - 24 ,V-3, Page No 1 Item No 2.5 Clearing and Grubbing Road Land.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 jungleUNI SR 2023-24, V-3, Page No. 9 Item No.2.5(ii) a Sqm 463.74 463.74 84.6 False None None False None False 39232.404 0 3076935 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. UNI SR 2023-24, V-3,Page No. 17 Item No.3.5 Sqm 7.08 7.08 8812.5 False None None False None False 62392.5 0 3076936 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.6 Construction of Subgrade and Earthen ShouldersConstruction 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 UNI SR 2023-24, V-3,Page No. 17 Item No.3.6. Cum 581.74 581.74 9236.32 False None None False None False 5373136.7968 0 3076937 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 23 Item No 4.2 By Mix in Place MethodConstruction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) For Grading -V Material UNI SR 2023-24, V-3,Page No. 23 Item No.4.2. (B) (5) Cum 2783.62 2783.62 3393.4 False None None False None False 9445936.108 0 3076938 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 26 Item No 4.17 Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24, V-3,Page No. 26 Item No.4.17 Cum 3019.62 3019.62 3231.25 False None None False None False 9757147.125 0 3076939 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 5.1 A Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means UNI SR 2023-24, V-3,Page No. 31 Item No.5.1 A (i) Sqm 48.38 48.38 12925.0 False None None False None False 625311.5 0 3076940 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 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 UNI SR 2023-24, V-3,Page No. 31 Item No.5.3 (i) Sqm 14.16 14.16 12925.0 False None None False None False 183018.0 0 3076941 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 35 Item No 5.12 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.UNI SR 2023-24, V-3,Page No. 35 Item No.5.12 (c) Cum 11149.82 11149.82 646.25 False None None False None False 7205571.175 0 3076942 105265 None UNI SR 2023 - 24 ,V-3 ,Page No 37 Item No 5.16(c) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsUNI SR 2023-24, V-3,Page No. 38 Item No.5.16(c) Cum 12925.72 12925.72 387.75 False None None False None False 5011947.93 0 3076943 105265 None Vol-1 i.nO.1.12 P.no.8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 2820.0 False None None False None False 316122.0 0 1710430985000 0 None None Roads Road Furnitures 750141.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076944 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(i) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 5th kilometre stone (precast) No 5995.8 5995.8 1.0 False None None False None False 5995.8 0 3076945 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(ii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) No 3453.86 3453.86 2.0 False None None False None False 6907.72 0 3076946 105266 None UNI SR 2023 - 24 ,V-3 ,Page No67 Item No 8.16(iii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) No 993.56 993.56 8.0 False None None False None False 7948.48 0 3076947 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 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/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 470.0 False None None False None False 293938.0 0 3076948 105266 None UNI SR 2023-24 ,V-3 ,Page No 64 Item No 8.6(ii) 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. 90 cm equilateral triangle No 5602.64 5602.64 8.0 False None None False None False 44821.12 0 3076949 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 64 Item No 8.6(vi) 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. 90 cm circular No 7575.6 7575.6 4.0 False None None False None False 30302.4 0 3076950 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 65 Item No 8.6(ix) 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. 90 mm x 75 mm rectangular No 7845.82 7845.82 4.0 False None None False None False 31383.28 0 3076951 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 71 Item No 8.31 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. No 221.84 221.84 172.0 False None None False None False 38156.48 0 3076952 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 74 Item No 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 430.7 430.7 330.0 False None None False None False 142131.0 0 3076953 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 66 Item No 8.14 i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width No 168.74 168.74 12.81 False None None False None False 2161.5594 0 3076954 105266 None UNI SR 2023 - 24 ,V-1 ,Page No 10 Item No 1.17.2 Excavation for Pipe Line Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m Cum 311.52 311.52 51.0 False None None False None False 15887.52 0 3076955 105266 None UNI SR 2023 - 24 ,V-3 ,Page No 71 Item No 8.29 i Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 -1997 and approved drawings. Single row for one utility service Rmtr 2610.16 2610.16 50.0 False None None False None False 130508.0 0 1710430985000 0 None None Roads Construction of Field Culverts for Pkg-691 C) 1469846.43 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076956 105267 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 220.65 False None None False None False 26557.434 0 3076957 105267 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No 2.1.4 Levelling Course - M10 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 & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 7336.06 7336.06 13.74 False None None False None False 100797.4644 0 3076958 105267 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No 2.1h TMT for All Structures 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 t 93232.98 93232.98 1.49 False None None False None False 138917.1402 0 3076959 105267 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.2 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(including formwork) Cum 8058.03 8058.03 63.83 False None None False None False 514344.0549 0 3076960 105267 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No 9.1 (i) Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets i. 1000 mm . Rmtr 11185.22 11185.22 60.0 False None None False None False 671113.2 0 3076961 105267 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No 1.9 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. Cum 313.88 313.88 57.72 False None None False None False 18117.1536 0 1710430985000 0 None None Roads 1st Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076962 105268 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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.(quantity to be executed 84.6) Incl of GST 18 percent 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076963 105268 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18% (quantity to be exucuted 4700) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076964 105268 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 211.5) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076965 105268 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 7050) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076966 105268 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 0) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076967 105268 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 2nd Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076968 105269 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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. - Rates are inclusive of GST 18%(quantity to be executed 84.60) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076969 105269 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18%(quantity to be executed 1880) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3076970 105269 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 211.5) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076971 105269 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 705) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076972 105269 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 44.0625) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3076973 105269 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 3rd Year Maintenance 186278.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076974 105270 None 1AA 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 519.39 519.39 25.38 False None None False None False 13182.1182 0 3076975 105270 None 2AA Maintenance of Drains - 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.(2x2330x40percent) Rmtr 7.93 7.93 1880.0 False None None False None False 14908.4 0 3076976 105270 None 3AA Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 51.54 51.54 211.5 False None None False None False 10900.71 0 3076977 105270 None 4AA Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 128.2 128.2 705.0 False None None False None False 90381.0 0 3076978 105270 None 5AA Maintenance of Road Signs- 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 1910 " Km 2622.05 2622.05 2.35 False None None False None False 6161.8175 0 3076979 105270 None 6AA Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 272.25 272.25 2.35 False None None False None False 639.7875 0 3076980 105270 None 7AA Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps 8 and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils" Cum 125.55 125.55 90.0 False None None False None False 11299.5 0 3076981 105270 None 8AA of Parapet walls of CD work. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No." Sqm 144.05 144.05 60.0 False None None False None False 8643.0 0 3076982 105270 None 8AA Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4" cm 1.19 1.19 4500.0 False None None False None False 5355.0 0 3076983 105270 None 9AA Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 563.0 563.0 44.0625 False None None False None False 24807.1875 0 1710430985000 0 None None Roads 4th Year Maintenance 323524.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076984 105271 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 537.94 537.94 25.38 False None None False None False 13652.9172 0 3076985 105271 None 16.19 Maintenance of Drains - 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. " Rmtr 8.21 8.21 1880.0 False None None False None False 15434.8 0 3076986 105271 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 53.38 53.38 211.5 False None None False None False 11289.87 0 3076987 105271 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 132.77 132.77 705.0 False None None False None False 93602.85 0 3076988 105271 None 10.4 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 583.11 583.11 44.0625 False None None False None False 25693.284375 0 3076989 105271 None 1.14.1 Nala Training 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. " Cum 130.04 130.04 1260.0 False None None False None False 163850.4 0 1710430985000 0 None None Roads 5th Year Maintenance 458100.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076990 105272 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 556.49 556.49 25.38 False None None False None False 14123.7162 0 3076991 105272 None 16.19 Maintenance of Drains - 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. " Rmtr 8.5 8.5 1880.0 False None None False None False 15980.0 0 3076992 105272 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 211.5 False None None False None False 11679.03 0 3076993 105272 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 1410.0 False None None False None False 193663.5 0 3076994 105272 None 10.4 concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III- 10.5 / Page No. 91)" Sqm 603.22 603.22 88.125 False None None False None False 53158.7625 0 3076995 105272 None 1.14.1 Nala Training 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. " Cum 134.52 134.52 1260.0 False None None False None False 169495.2 0 1710430985000 0 None None Roads 6th Year Re-Laying 7455851.01 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3076996 105273 None 16.22 Maintenance of Road Signs- 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 1910 " Km 2902.99 2902.99 2.35 False None None False None False 6822.0265 0 3076997 105273 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 301.42 301.42 2.35 False None None False None False 708.337 0 3076998 105273 None 16.26 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66)" Sqm 159.49 159.49 3200.0 False None None False None False 510368.0 0 3076999 105273 None 8.4 Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4 Page No.63)" Nos 1.32 1.32 4500.0 False None None False None False 5940.0 0 3077000 105273 None 5.3i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 12925.0 False None None False None False 226963.0 0 3077001 105273 None 5.16B Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 15897.67 15897.67 387.75 False None None False None False 6164321.5425 0 3077002 105273 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.5 775.5 470.0 False None None False None False 364485.0 0 3077003 105273 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74)" Nos 534.07 534.07 330.0 False None None False None False 176243.1 0 1710430985000 0 None None Roads Pkg-691 D) Improvements to MDR Hosur Shivayogimandir from Km 3.00 to 6.00 (in Selected reaches) in Badami taluk of Bagalkote Dist 14527122.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077004 105274 None UNI SR 2023-24,V-3,PageNo.149 Item No.16.29 Providing and fixing of typical SHDP type informatory sign board with Logo as per MORD specifications and drawing (Retro Reflective Traffic sign as per IRC 67 Clause 1701.3.8.1 Class A Typlr-1). i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The Rectangular shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the Rectangular shaped plate and middle plate and this square section will be welded to the bottom point of the Rectangular shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 UNISR2023-24,V-3,PageNo.149Item No.16.29 Nos 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3077005 105274 None UNI SR 2023 - 24 ,V-3, Page No 1 Item No 2.5 Clearing and Grubbing Road Land.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 jungleUNI SR 2023-24, V-3, Page No. 9 Item No.2.5(ii) a Sqm 463.74 463.74 38.88 False None None False None False 18030.2112 0 3077006 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. UNI SR 2023-24, V-3,Page No. 17 Item No.3.5 Sqm 7.08 7.08 4050.0 False None None False None False 28674.0 0 3077007 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 17 Item No 3.6 Construction of Subgrade and Earthen ShouldersConstruction 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 UNI SR 2023-24, V-3,Page No. 17 Item No.3.6. Cum 581.74 581.74 1056.62 False None None False None False 614678.1188 0 3077008 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 23 Item No 4.2 By Mix in Place MethodConstruction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) For Grading -V Material UNI SR 2023-24, V-3,Page No. 23 Item No.4.2. (B) (5) Cum 2783.62 2783.62 1154.52 False None None False None False 3213744.9624 0 3077009 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 26 Item No 4.17 Wet Mix Macadam (Plant mix method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. UNI SR 2023-24, V-3,Page No. 26 Item No.4.17 Cum 3019.62 3019.62 1485.0 False None None False None False 4484135.7 0 3077010 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 5.1 A Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means UNI SR 2023-24, V-3,Page No. 31 Item No.5.1 A (i) Sqm 48.38 48.38 5940.0 False None None False None False 287377.2 0 3077011 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 31 Item No 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 UNI SR 2023-24, V-3,Page No. 31 Item No.5.3 (i) Sqm 14.16 14.16 5940.0 False None None False None False 84110.4 0 3077012 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 35 Item No 5.12 Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA. Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.UNI SR 2023-24, V-3,Page No. 35 Item No.5.12 (c) Cum 11149.82 11149.82 297.0 False None None False None False 3311496.54 0 3077013 105274 None UNI SR 2023 - 24 ,V-3 ,Page No 37 Item No 5.16(c) Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsUNI SR 2023-24, V-3,Page No. 38 Item No.5.16(c) Cum 12925.72 12925.72 178.2 False None None False None False 2303363.304 0 3077014 105274 None Vol-1 i.nO.1.12 P.no.8 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 1296.0 False None None False None False 145281.6 0 1710430985000 0 None None Roads Road Furnitures 237970.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077015 105275 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 8.16(ii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC Ordinary kilometer stone (precast) No 3453.86 3453.86 2.0 False None None False None False 6907.72 0 3077016 105275 None UNI SR 2023 - 24 ,V-3 ,Page No67 Item No 8.16(iii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC 200 m stone (precast) No 993.56 993.56 4.0 False None None False None False 3974.24 0 3077017 105275 None UNI SR 2023 - 24 ,V-3 ,Page No 67 Item No 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/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 216.0 False None None False None False 135086.4 0 3077018 105275 None UNI SR 2023 - 24 ,V-3 ,Page No 71 Item No 8.31 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. No 221.84 221.84 172.0 False None None False None False 38156.48 0 3077019 105275 None UNI SR 2023 - 24 ,V-3 ,Page No 74 Item No 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 430.7 430.7 120.0 False None None False None False 51684.0 0 3077020 105275 None UNI SR 2023 - 24 ,V-3 ,Page No 66 Item No 8.14 i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width No 168.74 168.74 12.81 False None None False None False 2161.5594 0 1710430985000 0 None None Roads Construction of Field Culverts for Pkg-691 D) 367285.06 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077021 105276 None UNI SR 2023 - 24 ,V-1,Page No 8 Item No 1.14.1 Excavation Mechanical Means Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 55.16 False None None False None False 6639.0576 0 3077022 105276 None UNI SR 2023 - 24 ,V-1,Page No 15 Item No 2.1.4 Levelling Course - M10 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 & formwor shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates Cum 7336.06 7336.06 3.44 False None None False None False 25236.0464 0 3077023 105276 None UNI SR 2023 - 24 ,V-1,Page No 18 Item No 2.1h TMT for All Structures 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 t 93232.98 93232.98 0.37 False None None False None False 34496.2026 0 3077024 105276 None UNI SR 2023 - 24 ,V-1,Page No 16 Item No 2.4.2 Concrete for Sub Structure Works 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(including formwork) Cum 8058.03 8058.03 15.96 False None None False None False 128606.1588 0 3077025 105276 None UNI SR 2023 - 24 ,V-3,Page No 87 Item No 9.1 (i) Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets i. 1000 mm . Rmtr 11185.22 11185.22 15.0 False None None False None False 167778.3 0 3077026 105276 None UNI SR 2023 - 24 ,V-1,Page No 7 Item No 1.9 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. Cum 313.88 313.88 14.43 False None None False None False 4529.2884 0 1710430985000 0 None None Roads 1st Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077027 105277 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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.(quantity to be executed 38.88) Incl of GST 18 percent 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077028 105277 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18% (quantity to be exucuted 2160) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3077029 105277 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 97.2) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077030 105277 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 3240) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077031 105277 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 0) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077032 105277 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 2nd Year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077033 105278 None Vol - 3, Vide P.No 9, I. Code 2.5(ii)a 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.(quantity to be executed 38.88) Incl of GST 18 percent 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077034 105278 None Vol - 3, Vide P.No 147, I. Code 16.19 Maintenance of Drains - 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. - Rates are inclusive of GST 18% (quantity to be exucuted 864) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3077035 105278 None Vol - 3, Vide P.No 91, I. Code 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 - Rates are inclusive of GST 18%(quantity to be executed 97.2) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077036 105278 None Vol - 3, Vide P.No 91, I. Code 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 - Rates are inclusive of GST 18%(quantity to be executed 324) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077037 105278 None Vol - 3, Vide P.No 91, I. Code 10.5 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - Rates are inclusive of GST 18%(quantity to be executed 20.25) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3077038 105278 None Vol - 1, Vide P.No 8, I. Code 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) - Rates are inclusive of GST 18%(quantity to be executed 75) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1710430985000 0 None None Roads 3rd Year Maintenance 99280.26 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077039 105279 None 1AA 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 519.39 519.39 11.664 False None None False None False 6058.16496 0 3077040 105279 None 2AA Maintenance of Drains - 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.(2x2330x40percent) Rmtr 7.93 7.93 864.0 False None None False None False 6851.52 0 3077041 105279 None 3AA Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 51.54 51.54 97.2 False None None False None False 5009.688 0 3077042 105279 None 4AA Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 128.2 128.2 324.0 False None None False None False 41536.8 0 3077043 105279 None 5AA Maintenance of Road Signs- 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 1910 " Km 2622.05 2622.05 1.08 False None None False None False 2831.814 0 3077044 105279 None 6AA Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 272.25 272.25 1.08 False None None False None False 294.03 0 3077045 105279 None 7AA Nala Training: Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps 8 and other deleterious matter 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 appurtenances required to complete the work.In all kinds of soils" Cum 125.55 125.55 90.0 False None None False None False 11299.5 0 3077046 105279 None 8AA of Parapet walls of CD work. KSRRB M800-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No." Sqm 144.05 144.05 60.0 False None None False None False 8643.0 0 3077047 105279 None 8AA Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4" cm 1.19 1.19 4500.0 False None None False None False 5355.0 0 3077048 105279 None 9AA Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 563.0 563.0 20.25 False None None False None False 11400.75 0 1710430985000 0 None None Roads 4th Year Maintenance 237232.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077049 105280 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 537.94 537.94 11.664 False None None False None False 6274.53216 0 3077050 105280 None 16.19 Maintenance of Drains - 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. " Rmtr 8.21 8.21 864.0 False None None False None False 7093.44 0 3077051 105280 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 53.38 53.38 97.2 False None None False None False 5188.536 0 3077052 105280 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 132.77 132.77 324.0 False None None False None False 43017.48 0 3077053 105280 None 10.4 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-10.5 / Page No. 91)" Sqm 583.11 583.11 20.25 False None None False None False 11807.9775 0 3077054 105280 None 1.14.1 Nala Training 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. " Cum 130.04 130.04 1260.0 False None None False None False 163850.4 0 1710430985000 0 None None Roads 5th Year Maintenance 302130.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077055 105281 None 2.6 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. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. ii)By Mechanical Means using Dozer, a)In area of light junglePWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-2.5 ii) a) / Page No. 9)" ha 556.49 556.49 11.664 False None None False None False 6490.89936 0 3077056 105281 None 16.19 Maintenance of Drains - 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. " Rmtr 8.5 8.5 864.0 False None None False None False 7344.0 0 3077057 105281 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 97.2 False None None False None False 5367.384 0 3077058 105281 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 648.0 False None None False None False 89002.8 0 3077059 105281 None 10.4 concrete, 40mm (using VG-30 Grade Bitumen) - RRemoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III- 10.5 / Page No. 91)" Sqm 603.22 603.22 40.5 False None None False None False 24430.41 0 3077060 105281 None 1.14.1 Nala Training 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. " Cum 134.52 134.52 1260.0 False None None False None False 169495.2 0 1710430985000 0 None None Roads 6th Year Re-Laying 3688636.35 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3077061 105282 None 16.22 Maintenance of Road Signs- 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 1910 " Km 2902.99 2902.99 1.08 False None None False None False 3135.2292 0 3077062 105282 None 16.24 Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-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 1912 Painting two coats with synthetic enamel paint " Km 301.42 301.42 1.08 False None None False None False 325.5336 0 3077063 105282 None 16.26 Painting of Parapet walls of CD work. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge. MORTH Specification No. 803PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.10/ Page No. 66)" Sqm 159.49 159.49 3200.0 False None None False None False 510368.0 0 3077064 105282 None 8.4 Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman etc. inclusive of all lift and leads and all complete as per the direction of Engineer-in-charge.PWD SOR for Roads & Bridges - 2023-24 ( Item No. VOL-III-8.4 Page No.63)" Nos 1.32 1.32 4500.0 False None None False None False 5940.0 0 3077065 105282 None 5.3i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 5940.0 False None None False None False 104306.4 0 3077066 105282 None 5.16B Providing and laying Bituminous Concrete Grading II for traffic 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects " Cum 15897.67 15897.67 178.2 False None None False None False 2832964.794 0 3077067 105282 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.5 775.5 216.0 False None None False None False 167508.0 0 3077068 105282 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 of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of tachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. etc. inclusive of all lift and leads and all complete as per the direction of Engineer-incharge. PWD SoR for Roads & Bridges - 2023-24 ( Item No.VOL-III-8.43 / Page No. 74)" Nos 534.07 534.07 120.0 False None None False None False 64088.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710431408000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710431408000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710431408000 1 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1710431678000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1710431681000 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 1710431683000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None 1710431686000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1710431692000 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 1710431695000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1710431699000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None 1710431702000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None 1710431704000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1710431709000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None 1710431714000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None 1710431717000 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 1710431721000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1710431724000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None 1710431730000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None 1710431734000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None 1710431736000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None 1710431739000 0 None None ELIGIBILITY GST Shall not be paid separately. None 1710431742000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None 1710431745000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None 1710431748000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None 1710431752000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.1214.78Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None Section 2 ITT 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 28162.31Cum 2. GSB/WMM : 13767.75Cum 3. BM/SDBC/DBM/BC :6684.07Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : 113.74Cum 5. Reinforced Cement Concrete (RCC) M20 & higher grades : 808.77cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.7 - Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under:-Assessed available tender capacity - (AxNx1.5 - B) Where, A - Maximum value of civil engineering works executed in any one year during the last five years (updated to 2018-19 to 2022-23 price level) taking into account the completed as well as works in progress. N - Number of years prescribed for completion of the works for which tenders are invited. B - Value, at 2022-23 price level, of existing commitments and on-going works to be completed during the next 11months (period of completion of the works for which Tenders are invited) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No 2.Mechanical Paver Finisher:1 No 3. Static Road Roller: 1 No 4. Vibratory Road Roller: 1 No. 5.Tippers : 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own None None None None ii) Machineries could be on Lease/Hire: 1.Concrete Batching Plant - 1 nos 2.Concrete road paving Machine -1 nos 3.Transit Truck Agitator 5Cum -1 nos 4.Wet Mix Plant / Pug mill -1 nos 5.Truck mounted Bitumen Sprayer -1 nos 6.Motor Grader -1 nos 7.Vibratory Road Roller (6T to 10T) -2 nos 8.Tandem Roller -1 nos 9.Excavator 0.90 Cum Bucket Capacity -2 nos 10.Tipper Trucks -6 nos 11.Self Loading Concrete Mixer 2 M3 Capacity -3 nos 12.Water Tanker -3 nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None Section 2 ITT 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 (a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.4859.13Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns None None None None Setion 2 ITT 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.728.87Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual turnover certificate along with UDIN True Technical Bid Details of Committed Works True Technical Bid Bid Capacity Calculation as per KW Document True Technical Bid Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 True Technical Bid Workdone Certificate issued by not below rank of Executive Engineer True Technical Bid EPF registration False Technical Bid Copies of Tax Registration False Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710432094000 version 0 createdDate None modifiedDate None blockNumber O/o Chief Project Officer, SHDP, Bangalore street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None