createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1723466673137 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1757644.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 09-09-2024 17:00:00 tenderQueryClose 06-09-2024 17:30:00 technicalBidOpen 10-09-2024 17:01:00 publishedDate 14-08-2024 16:12:43 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G RAJU splitEmdRequiredYn True emdBankGuarantee 1657644.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723466673167 version 4 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT14118 title Package 2 a) Improvements to road from Ch.0.00 to 8.70km and 9.03 to 13.40Km of T.Narasipura-Danayakanapura road in T.Narasipura Taluk, Varuna Constituency. b) IMPROVEMENTS TO ROAD TO NTN ROAD DODDAKAVALANDE JOINING ROAD VIA KALKUNDA KAMAHALLI-TAGADURU DEVANURU ROAD FROM CH.0.00 KM TO CH 7.80 KM AT VARUNA CONSTIUENCY IN NANJANAGUD TALUK. description Package 2 a) Improvements to road from Ch.0.00 to 8.70km and 9.03 to 13.40Km of T.Narasipura-Danayakanapura road in T.Narasipura Taluk, Varuna Constituency. b) IMPROVEMENTS TO ROAD TO NTN ROAD DODDAKAVALANDE JOINING ROAD VIA KALKUNDA KAMAHALLI-TAGADURU DEVANURU ROAD FROM CH.0.00 KM TO CH 7.80 KM AT VARUNA CONSTIUENCY IN NANJANAGUD TALUK.(Working Ch.0 to ch.8.50km) category WORKS categoryText Works ecv 175764352.21 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1674 locationName PWD Division Office Mysuru provisionalAmount 185000000.0 groupOverheadTotal 0.0 fileNumber KPWD/MYS/SPL2/ORF/69/2024-25/DanayakanapuraKalkunda
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723466673000 1 None None Roads Package 2 a) Improvements to road from Ch.0.00 to 8.70km and 9.03 to 13.40Km of T.Narasipura-Danayakanapura road in T.Narasipura Taluk, Varuna Constituency. b) IMPROVEMENTS TO ROAD TO NTN ROAD DODDAKAVALANDE JOINING ROAD VIA KALKUNDA KAMAHALLI-TAGADURU DEVANURU ROAD FROM CH.0.00 KM TO CH 7.80 KM AT VARUNA CONSTIUENCY IN NANJANAGUD TALUK.(Working Ch.0 to ch.8.50km) 81911287.75 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760935 141394 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3760936 141394 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Cum 120.36 120.36 4351.7 False None None False None False 523770.612 0 3760937 141394 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom. Inclusive of GST 18 Percent. Sqm 14.16 14.16 76835.0 False None None False None False 1087983.6 0 3760938 141394 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic less than 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. Inclusive of GST 18 Percent. Cum 11149.82 11149.82 3918.59 False None None False None False 43691573.1538 0 3760939 141394 None 5.16C Bituminous Concrete Grading II for traffic less than 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 respects. Inclusive of GST 18 Percent. Cum 12925.72 12925.72 2305.05 False None None False None False 29794430.886 0 3760940 141394 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent. Cum 581.74 581.74 1945.5 False None None False None False 1131775.17 0 3760941 141394 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes, Inclusive of GST 18 Percent. Sqm 625.4 625.4 2886.0 False None None False None False 1804904.4 0 3760942 141394 None 8.43 Supplying and Fixing of Moulded 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 warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Inclusive of GST 18 Percent. Nos 430.7 430.7 3696.0 False None None False None False 1591867.2 0 3760943 141394 None 8.25(i) Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Type - A, "W" : Metal Beam Crash Barrier m 4295.2 4295.2 450.0 False None None False None False 1932840.0 0 3760944 141394 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone. Inclusive of GST 18 Percent. Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3760945 141394 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast). Inclusive of GST 18 Percent. Each 3453.86 3453.86 11.0 False None None False None False 37992.46 0 3760946 141394 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast). Inclusive of GST 18 Percent. Each 993.56 993.56 24.0 False None None False None False 23845.44 0 3760947 141394 None 8.6. A(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Each 4252.72 4252.72 18.0 False None None False None False 76548.96 0 3760948 141394 None 8.7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Sqm 10631.8 10631.8 5.4 False None None False None False 57411.72 0 1723466673000 1 None None Roads T.Narasipura Danayakanapura road- Construction of Drain 1248881.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760949 141395 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Cum 120.36 120.36 200.0 False None None False None False 24072.0 0 3760950 141395 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 7067.02 7067.02 25.0 False None None False None False 176675.5 0 3760951 141395 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 7461.14 7461.14 50.0 False None None False None False 373057.0 0 3760952 141395 None 2.4.2 Form work : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 2611.4 2611.4 80.0 False None None False None False 208912.0 0 3760953 141395 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Inclusive of GST 18 Percent. Tonne 93232.98 93232.98 5.0 False None None False None False 466164.9 0 1723466673000 1 None None Roads Maintenance of Road (5 Years) 1651260.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760954 141396 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3760955 141396 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3760956 141396 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3760957 141396 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted 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 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Inclusive of GST 18 Percent. Sqm 185.26 185.26 384.18 False None None False None False 71173.1868 0 3760958 141396 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted 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 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Inclusive of GST 18 Percent. Sqm 185.26 185.26 768.35 False None None False None False 142344.521 0 3760959 141396 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Inclusive of GST 18 Percent. Cum 120.36 120.36 271.17 False None None False None False 32638.0212 0 3760960 141396 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Inclusive of GST 18 Percent. Cum 120.36 120.36 271.17 False None None False None False 32638.0212 0 3760961 141396 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3760962 141396 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3760963 141396 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3760964 141396 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3760965 141396 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3760966 141396 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3760967 141396 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Inclusive of GST 18 Percent. Km 2341.12 2341.12 13.87 False None None False None False 32471.3344 0 3760968 141396 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)). Inclusive of GST 18 Percent. Km 243.08 243.08 13.87 False None None False None False 3371.5196 0 3760969 141396 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)). Inclusive of GST 18 Percent. Km 1339.3 1339.3 13.87 False None None False None False 18576.091 0 1723466673000 1 None None Roads b) IMPROVEMENTS TO ROAD TO NTN ROAD DODDAKAVALANDE JOINING ROAD VIA KALKUNDA KAMAHALLI-TAGADURU DEVANURU ROAD FROM CH.0.00 KM TO CH 7.80 KM AT VARUNA CONSTIUENCY IN NANJANAGUD TALUK. 76647117.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760970 141397 None 2.4 vol 3 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. (ii) By Mechanical means using dozer A In area of light jungle P.No-9, I.No-2.4 PWD SR VOL-3 2023-24) 100 Sqm 463.74 463.74 175.2 False None None False None False 81247.248 0 3760971 141397 None 16.8 -b vol 3 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. B) Mechanical Means" P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24 m 29.5 29.5 7300.0 False None None False None False 215350.0 0 3760972 141397 None 3.4 vol 3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (P.No-17, I.No-3.4 PWD SR VOL-3 2023-24) Sqm 5.9 5.9 39550.0 False None None False None False 233345.0 0 3760973 141397 None 3.11 vol 3 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. (P.No-18, I.No-3.11 PWD SR VOL-3 2023-24) Sqm 4.72 4.72 39550.0 False None None False None False 186676.0 0 3760974 141397 None 1.7 vol 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (P.No-7, I.No-1.7 PWD SR VOL-1 2023-24) CUBIC METER 140.42 140.42 2900.0 False None None False None False 407218.0 0 3760975 141397 None 3.6 vol 3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No-17, I.No-3.6 PWD SR VOL-3 2023-24) CUBIC METER 581.74 581.74 8578.5 False None None False None False 4990456.59 0 3760976 141397 None 4.1A v VOL 3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (P.No-23, I.No-5.1-A-v PWD SR VOL-3 2023-24) CUBIC METER 2934.66 2934.66 3000.0 False None None False None False 8803980.0 0 3760977 141397 None i no 4.17 vol 3 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. P.No-26, I.No-4.17 PWD SR VOL-3 2023-24) CUBIC METER 3019.62 3019.62 3983.61 False None None False None False 12028988.4282 0 3760978 141397 None 5.1A(i) vol 3 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P.No-31, I.No-5.1A(I) PWD SR VOL-3 2023-24) Sqm 48.38 48.38 14494.43 False None None False None False 701240.5234 0 3760979 141397 None 5.33 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom (P.No-43, I.No-5.33 PWD SR VOL-3 2023-24) Sqm 17.7 17.7 14494.43 False None None False None False 256551.411 0 3760980 141397 None 5.12 C VOL 3 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 fller, 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 MRTH specification clause No. 505(P.No-35, I.No-5.12 C PWD SR VOL-3 2023-24) CUBIC METER 11149.82 11149.82 2530.71 False None None False None False 28216960.9722 0 3760981 141397 None 5.16 BC PWD VOL 3 Bituminous Concrete Grading II for traffic LESS THAN 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 respects (P.No-38 I No-5.16 BC PWD SR VOL 3 2023-24) Cum 12925.72 12925.72 1475.53 False None None False None False 19072287.6316 0 3760982 141397 None 16.3.7 BWSSB SR VOL-5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveyin to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. (P.No-188, I.No-16.3.7 BWSSB SR VOL-5 2023-24) Mtr 3705.2 3705.2 60.0 False None None False None False 222312.0 0 3760983 141397 None 1.14.1 vol 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.(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 6100.0 False None None False None False 734196.0 0 3760984 141397 None 5.32 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (P.No-43, I.No-5.32 PWD SR VOL-3 2023-24) Sqm 14.16 14.16 35050.0 False None None False None False 496308.0 0 1723466673000 1 None None Roads Kalkunda-Kamahalli road ROAD FURNTURE 5702264.1 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760985 141398 None 8.15 VOL 3 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 (P.No-67, I.No-8.15 PWD SR VOL-3 2023-24) Sqm 625.4 625.4 1724.0 False None None False None False 1078189.6 0 3760986 141398 None 8.43 -v vol 3 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (P.No-74, I.No-8.43 PWD SR VOL-3 2023-24) Nos 430.7 430.7 1700.0 False None None False None False 732190.0 0 3760987 141398 None 8.7 vol 3 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (P.No-65, I.No-8.7 PWD SR VOL-3 2023-24) Sqm 10631.8 10631.8 4.5 False None None False None False 47843.1 0 3760988 141398 None 8.6-A-iv vol 3 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (P.No-64, I.No-8.6-A-iv PWD SR VOL-3 2023-24) Each 4252.72 4252.72 14.0 False None None False None False 59538.08 0 3760989 141398 None 8.16-ii PWD SR VOL-3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (P.No-67, I.No-8.16-ii PWD SR VOL-32023-24) Each 3453.86 3453.86 9.0 False None None False None False 31084.74 0 3760990 141398 None 8.16 ii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200m stone (precast) (P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24) Each 993.56 993.56 35.0 False None None False None False 34774.6 0 3760991 141398 None 8.17 vol 3 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. (P.No-67, I.No-8.17 PWD SR VOL-3 2023-24) Each 2384.78 2384.78 4.0 False None None False None False 9539.12 0 3760992 141398 None 1.14.1 VOL 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils depth upto 3 m.(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) CUBIC METER 120.36 120.36 39.6 False None None False None False 4766.256 0 3760993 141398 None 8.25 vol 3 Providing and erecting a ""W"" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (P.No-69, I.No-8.25-i PWD SR VOL-3 2023-24) Mtr 4295.2 4295.2 800.0 False None None False None False 3436160.0 0 3760994 141398 None 8.60.2 vol 3 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Intermediate lane with formation width of 7.50 m (P.No-80, I.No-8.60.2-ii PWD SR VOL-3 2023-24) No 53635.72 53635.72 5.0 False None None False None False 268178.6 0 1723466673000 1 None None Roads Kalkunda -Kamahalli Road CC Drain Construction 7139609.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3760995 141399 None 1.14.1 VOL 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 1653.15 False None None False None False 198973.134 0 3760996 141399 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 185.85 False None None False None False 1313405.667 0 3760997 141399 None 2.4.2 VOL 1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 437.6 False None None False None False 3264994.864 0 3760998 141399 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 437.6 False None None False None False 1142748.64 0 3760999 141399 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 13.08 False None None False None False 1219487.3784 0 1723466673000 1 None None Roads Kalkunda -Kamahalli road -WATERSUPPLY PIPE LINE SHIFTING 386100.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761000 141400 None 1.17.1 PWD SR VOL-1 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 All kinds of soils. Depth upto 1.50 m(P.No-10, I.No-1.17.1 PWD SR VOL-1 2023-24) Cum 309.16 309.16 432.0 False None None False None False 133557.12 0 3761001 141400 None 10.1.4 BWSSB SR VOL-5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 (P.No-113, I.No-10.1.4 BWSSB SR VOL-5 2023-24) m 189.98 189.98 900.0 False None None False None False 170982.0 0 3761002 141400 None I.No-1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (P.No-7, I.No-1.10 PWD SR VOL-1 2023-24) Cum 188.8 188.8 432.0 False None None False None False 81561.6 0 1723466673000 1 None None Roads Kalkunda -Kamahalli road - SHIFTING OF HT /LT LINES 190126.18 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761003 141401 None Bescom Part-III,Pg 1, I.No 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06)a Labour (Bescom Part-III,Pg 1, I.No 1.06) No. 6628.06 6628.06 8.0 False None None False None False 53024.48 0 3761004 141401 None Bescom Part-III, Pg 2 I.No IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) Labour (Bescom Part-III, Pg 2, I.No IX a) No. 932.2 932.2 12.0 False None None False None False 11186.4 0 3761005 141401 None Bescom Part-III, Pg 3, I.No XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 260.78 260.78 14.0 False None None False None False 3650.92 0 3761006 141401 None Bescom Part-III, Pg 2, I.No XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) Labour (Bescom Part-III, Pg 2, I.No XII a) No 661.98 661.98 8.0 False None None False None False 5295.84 0 3761007 141401 None Bescom Part-III, Pg 3, I.No XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) No. 76.7 76.7 14.0 False None None False None False 1073.8 0 3761008 141401 None Bescom Part-III, Pg 3, I. No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) No 29.5 29.5 14.0 False None None False None False 413.0 0 3761009 141401 None Bescom Part-III, Pg 3, I.No XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX b) Km 78658.15 78658.15 0.5 False None None False None False 39329.075 0 3761010 141401 None Bescom Part-III, Pg 3, I.No XX a 49019.56 ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX a) Km 49019.56 49019.56 0.5 False None None False None False 24509.78 0 3761011 141401 None Bescom Part-III, Pg 3, I.No XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) Labour (Bescom Part-III, Pg 3, I.No XXIII a) Set 1955.26 1955.26 2.0 False None None False None False 3910.52 0 3761012 141401 None Bescom Part-III, Pg 1, I.No I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL Labour (1341*0.9) (Bescom Part-III, Pg 1, I.No I b) No 3006.52 3006.52 6.0 False None None False None False 18039.12 0 3761013 141401 None Bescom Part-III, Pg 2, I.No IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole Labour (122*1.9) (escom Part-III, Pg 2, I.No IX a) B No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3761014 141401 None Bescom Part-III, Pg 2, I.No IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3761015 141401 None Bescom Part-III, Pg 3, I.No XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 7396.36 7396.36 0.5 False None None False None False 3698.18 0 3761016 141401 None Bescom Part-III, Pg 3, I.No XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 5425.64 5425.64 0.5 False None None False None False 2712.82 0 3761017 141401 None CHES Chescom Charges Rs 20000.0 20000.0 1.0 False None None False None False 20000.0 0 1723466673000 1 None None Roads Kalkunda -Kamahalli road - Maintenance of road Upto 5 Years 887704.44 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761018 141402 None 2.5 ii (A) vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761019 141402 None 2.5 ii (A) Vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761020 141402 None 2.5 ii (A) vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761021 141402 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 233.75 False None None False None False 72541.975 0 3761022 141402 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 467.5 False None None False None False 145083.95 0 3761023 141402 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 4th Year Cum 120.36 120.36 48.26 False None None False None False 5808.5736 0 3761024 141402 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 5th Year Cum 120.36 120.36 48.26 False None None False None False 5808.5736 0 3761025 141402 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 577.5 False None None False None False 66100.65 0 3761026 141402 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 577.5 False None None False None False 66100.65 0 3761027 141402 None 16.19 vol 3 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.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Mtr 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761028 141402 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 3rd Year m 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761029 141402 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 4th Year m 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761030 141402 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) 5th Year Km 2341.12 2341.12 8.5 False None None False None False 19899.52 0 3761031 141402 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i))(i)) 5th Year Km 243.08 243.08 8.5 False None None False None False 2066.18 0 3761032 141402 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) 5th year Km 1339.3 1339.3 8.5 False None None False None False 11384.05 0 1723468354000 0 None None Roads Package 2 a). Improvements to road from Ch.0.00 to 8.70km and 9.03 to 13.40Km of T.Narasipura-Danayakanapura road in T.Narasipura Taluk Varuna Constituency and b). Improvements to road from N.T.N road to Doddakavalande joining road via Kalkunda-Kamahalli-Tagaduru-Devanuru road from ch.0.00 Km to Ch.7.80 Km at Varuna constituency in Nanjanagudu Taluk (working ch.0.00 to ch.8.50 km) 175764352.21 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761598 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Cum 120.36 120.36 200.0 False None None False None False 24072.0 0 3761619 141431 None 2.4 vol 3 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. (ii) By Mechanical means using dozer A In area of light jungle P.No-9, I.No-2.4 PWD SR VOL-3 2023-24) 100 Sqm 463.74 463.74 175.2 False None None False None False 81247.248 0 3761667 141431 None 2.5 ii (A) vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761603 141431 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3761649 141431 None 1.17.1 PWD SR VOL-1 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 All kinds of soils. Depth upto 1.50 m(P.No-10, I.No-1.17.1 PWD SR VOL-1 2023-24) Cum 309.16 309.16 432.0 False None None False None False 133557.12 0 3761644 141431 None 1.14.1 VOL 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 1653.15 False None None False None False 198973.134 0 3761584 141431 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3761634 141431 None 8.15 VOL 3 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 (P.No-67, I.No-8.15 PWD SR VOL-3 2023-24) Sqm 625.4 625.4 1724.0 False None None False None False 1078189.6 0 3761652 141431 None Bescom Part-III,Pg 1, I.No 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06)a Labour (Bescom Part-III,Pg 1, I.No 1.06) No. 6628.06 6628.06 8.0 False None None False None False 53024.48 0 3761585 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Cum 120.36 120.36 4351.7 False None None False None False 523770.612 0 3761635 141431 None 8.43 -v vol 3 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (P.No-74, I.No-8.43 PWD SR VOL-3 2023-24) Nos 430.7 430.7 1700.0 False None None False None False 732190.0 0 3761653 141431 None Bescom Part-III, Pg 2 I.No IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) Labour (Bescom Part-III, Pg 2, I.No IX a) No. 932.2 932.2 12.0 False None None False None False 11186.4 0 3761668 141431 None 2.5 ii (A) Vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761645 141431 None 2.4.1 VOL 1 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.1.3 PWD SR VOL-1 2023-24) Cum 7067.02 7067.02 185.85 False None None False None False 1313405.667 0 3761604 141431 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3761599 141431 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 7067.02 7067.02 25.0 False None None False None False 176675.5 0 3761620 141431 None 16.8 -b vol 3 Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. B) Mechanical Means" P.No-144, I.No-16.8-b PWD SR VOL-3 2023-24 m 29.5 29.5 7300.0 False None None False None False 215350.0 0 3761650 141431 None 10.1.4 BWSSB SR VOL-5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 (P.No-113, I.No-10.1.4 BWSSB SR VOL-5 2023-24) m 189.98 189.98 900.0 False None None False None False 170982.0 0 3761651 141431 None I.No-1.10 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (P.No-7, I.No-1.10 PWD SR VOL-1 2023-24) Cum 188.8 188.8 432.0 False None None False None False 81561.6 0 3761600 141431 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 7461.14 7461.14 50.0 False None None False None False 373057.0 0 3761646 141431 None 2.4.2 VOL 1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 7461.14 7461.14 437.6 False None None False None False 3264994.864 0 3761669 141431 None 2.5 ii (A) vol 3 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. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :7 Item No:2.5 ii (A) Sqm 463.74 463.74 131.4 False None None False None False 60935.436 0 3761605 141431 None 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. Inclusive of GST 18 Percent. 100 Sqm 463.74 463.74 311.28 False None None False None False 144352.9872 0 3761621 141431 None 3.4 vol 3 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator (P.No-17, I.No-3.4 PWD SR VOL-3 2023-24) Sqm 5.9 5.9 39550.0 False None None False None False 233345.0 0 3761586 141431 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom. Inclusive of GST 18 Percent. Sqm 14.16 14.16 76835.0 False None None False None False 1087983.6 0 3761636 141431 None 8.7 vol 3 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (P.No-65, I.No-8.7 PWD SR VOL-3 2023-24) Sqm 10631.8 10631.8 4.5 False None None False None False 47843.1 0 3761654 141431 None Bescom Part-III, Pg 3, I.No XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 260.78 260.78 14.0 False None None False None False 3650.92 0 3761622 141431 None 3.11 vol 3 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. (P.No-18, I.No-3.11 PWD SR VOL-3 2023-24) Sqm 4.72 4.72 39550.0 False None None False None False 186676.0 0 3761637 141431 None 8.6-A-iv vol 3 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm equilateral triangle (P.No-64, I.No-8.6-A-iv PWD SR VOL-3 2023-24) Each 4252.72 4252.72 14.0 False None None False None False 59538.08 0 3761655 141431 None Bescom Part-III, Pg 2, I.No XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) Labour (Bescom Part-III, Pg 2, I.No XII a) No 661.98 661.98 8.0 False None None False None False 5295.84 0 3761670 141431 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 233.75 False None None False None False 72541.975 0 3761647 141431 None 2.4.2 VOL 1 Form work for Cement concrete drain works M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No-16, I.No-2.4.2 PWD SR VOL-1 2023-24) Cum 2611.4 2611.4 437.6 False None None False None False 1142748.64 0 3761601 141431 None 2.4.2 Form work : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Cum 2611.4 2611.4 80.0 False None None False None False 208912.0 0 3761587 141431 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic less than 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. Inclusive of GST 18 Percent. Cum 11149.82 11149.82 3918.59 False None None False None False 43691573.1538 0 3761606 141431 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted 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 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Inclusive of GST 18 Percent. Sqm 185.26 185.26 384.18 False None None False None False 71173.1868 0 3761648 141431 None 2.11 h vol 3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (P.No-18, I.No-2.11h PWD SR VOL-3 2021-22) Tonne 93232.98 93232.98 13.08 False None None False None False 1219487.3784 0 3761602 141431 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Inclusive of GST 18 Percent. Tonne 93232.98 93232.98 5.0 False None None False None False 466164.9 0 3761588 141431 None 5.16C Bituminous Concrete Grading II for traffic less than 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 respects. Inclusive of GST 18 Percent. Cum 12925.72 12925.72 2305.05 False None None False None False 29794430.886 0 3761671 141431 None 10.15 vol 3 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (ii) By Mechanical Means using Dozer A .In area of light jungle. 2023-24 Common SR Vol-3, P.NO :93 Item No:10.15 Sqm 310.34 310.34 467.5 False None None False None False 145083.95 0 3761607 141431 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted 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 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Inclusive of GST 18 Percent. Sqm 185.26 185.26 768.35 False None None False None False 142344.521 0 3761623 141431 None 1.7 vol 1 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (P.No-7, I.No-1.7 PWD SR VOL-1 2023-24) CUBIC METER 140.42 140.42 2900.0 False None None False None False 407218.0 0 3761638 141431 None 8.16-ii PWD SR VOL-3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (P.No-67, I.No-8.16-ii PWD SR VOL-32023-24) Each 3453.86 3453.86 9.0 False None None False None False 31084.74 0 3761656 141431 None Bescom Part-III, Pg 3, I.No XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) No. 76.7 76.7 14.0 False None None False None False 1073.8 0 3761589 141431 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent. Cum 581.74 581.74 1945.5 False None None False None False 1131775.17 0 3761672 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 4th Year Cum 120.36 120.36 48.26 False None None False None False 5808.5736 0 3761657 141431 None Bescom Part-III, Pg 3, I. No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) No 29.5 29.5 14.0 False None None False None False 413.0 0 3761639 141431 None 8.16 ii vol 3 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200m stone (precast) (P.No-67, I.No-8.16-iii PWD SR VOL-3 2023-24) Each 993.56 993.56 35.0 False None None False None False 34774.6 0 3761608 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Inclusive of GST 18 Percent. Cum 120.36 120.36 271.17 False None None False None False 32638.0212 0 3761624 141431 None 3.6 vol 3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (P.No-17, I.No-3.6 PWD SR VOL-3 2023-24) CUBIC METER 581.74 581.74 8578.5 False None None False None False 4990456.59 0 3761590 141431 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes, Inclusive of GST 18 Percent. Sqm 625.4 625.4 2886.0 False None None False None False 1804904.4 0 3761625 141431 None 4.1A v VOL 3 Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (P.No-23, I.No-5.1-A-v PWD SR VOL-3 2023-24) CUBIC METER 2934.66 2934.66 3000.0 False None None False None False 8803980.0 0 3761609 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Inclusive of GST 18 Percent. Cum 120.36 120.36 271.17 False None None False None False 32638.0212 0 3761640 141431 None 8.17 vol 3 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. (P.No-67, I.No-8.17 PWD SR VOL-3 2023-24) Each 2384.78 2384.78 4.0 False None None False None False 9539.12 0 3761658 141431 None Bescom Part-III, Pg 3, I.No XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX b) Km 78658.15 78658.15 0.5 False None None False None False 39329.075 0 3761673 141431 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) 5th Year Cum 120.36 120.36 48.26 False None None False None False 5808.5736 0 3761641 141431 None 1.14.1 VOL 1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils depth upto 3 m.(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) CUBIC METER 120.36 120.36 39.6 False None None False None False 4766.256 0 3761674 141431 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 577.5 False None None False None False 66100.65 0 3761591 141431 None 8.43 Supplying and Fixing of Moulded 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 warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer Inclusive of GST 18 Percent. Nos 430.7 430.7 3696.0 False None None False None False 1591867.2 0 3761659 141431 None Bescom Part-III, Pg 3, I.No XX a 49019.56 ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) 3% Accessories Labour (Bescom Part-III, Pg 3, I.No XX a) Km 49019.56 49019.56 0.5 False None None False None False 24509.78 0 3761610 141431 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3761626 141431 None i no 4.17 vol 3 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. P.No-26, I.No-4.17 PWD SR VOL-3 2023-24) CUBIC METER 3019.62 3019.62 3983.61 False None None False None False 12028988.4282 0 3761592 141431 None 8.25(i) Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Type - A, "W" : Metal Beam Crash Barrier m 4295.2 4295.2 450.0 False None None False None False 1932840.0 0 3761642 141431 None 8.25 vol 3 Providing and erecting a ""W"" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (P.No-69, I.No-8.25-i PWD SR VOL-3 2023-24) Mtr 4295.2 4295.2 800.0 False None None False None False 3436160.0 0 3761675 141431 None 10.2 vol 3 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Shoulder maintenance selected reaches Sqm 114.46 114.46 577.5 False None None False None False 66100.65 0 3761660 141431 None Bescom Part-III, Pg 3, I.No XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) Labour (Bescom Part-III, Pg 3, I.No XXIII a) Set 1955.26 1955.26 2.0 False None None False None False 3910.52 0 3761611 141431 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3761627 141431 None 5.1A(i) vol 3 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. (P.No-31, I.No-5.1A(I) PWD SR VOL-3 2023-24) Sqm 48.38 48.38 14494.43 False None None False None False 701240.5234 0 3761661 141431 None Bescom Part-III, Pg 1, I.No I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL Labour (1341*0.9) (Bescom Part-III, Pg 1, I.No I b) No 3006.52 3006.52 6.0 False None None False None False 18039.12 0 3761612 141431 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Inclusive of GST 18 Percent. Sqm 114.46 114.46 972.75 False None None False None False 111340.965 0 3761676 141431 None 16.19 vol 3 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.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Mtr 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761628 141431 None 5.33 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared granular surface cleaned with mechanical broom (P.No-43, I.No-5.33 PWD SR VOL-3 2023-24) Sqm 17.7 17.7 14494.43 False None None False None False 256551.411 0 3761643 141431 None 8.60.2 vol 3 Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 Intermediate lane with formation width of 7.50 m (P.No-80, I.No-8.60.2-ii PWD SR VOL-3 2023-24) No 53635.72 53635.72 5.0 False None None False None False 268178.6 0 3761593 141431 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone. Inclusive of GST 18 Percent. Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3761629 141431 None 5.12 C VOL 3 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 fller, 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 MRTH specification clause No. 505(P.No-35, I.No-5.12 C PWD SR VOL-3 2023-24) CUBIC METER 11149.82 11149.82 2530.71 False None None False None False 28216960.9722 0 3761662 141431 None Bescom Part-III, Pg 2, I.No IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole Labour (122*1.9) (escom Part-III, Pg 2, I.No IX a) B No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3761594 141431 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast). Inclusive of GST 18 Percent. Each 3453.86 3453.86 11.0 False None None False None False 37992.46 0 3761613 141431 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3761677 141431 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 3rd Year m 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761595 141431 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast). Inclusive of GST 18 Percent. Each 993.56 993.56 24.0 False None None False None False 23845.44 0 3761614 141431 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3761678 141431 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) 4th Year m 7.08 7.08 14600.0 False None None False None False 103368.0 0 3761663 141431 None Bescom Part-III, Pg 2, I.No IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) No. 273.52 273.52 6.0 False None None False None False 1641.12 0 3761630 141431 None 5.16 BC PWD VOL 3 Bituminous Concrete Grading II for traffic LESS THAN 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 respects (P.No-38 I No-5.16 BC PWD SR VOL 3 2023-24) Cum 12925.72 12925.72 1475.53 False None None False None False 19072287.6316 0 3761679 141431 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) 5th Year Km 2341.12 2341.12 8.5 False None None False None False 19899.52 0 3761615 141431 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent. Mtr 7.08 7.08 25940.0 False None None False None False 183655.2 0 3761631 141431 None 16.3.7 BWSSB SR VOL-5 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveyin to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. (P.No-188, I.No-16.3.7 BWSSB SR VOL-5 2023-24) Mtr 3705.2 3705.2 60.0 False None None False None False 222312.0 0 3761664 141431 None Bescom Part-III, Pg 3, I.No XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 7396.36 7396.36 0.5 False None None False None False 3698.18 0 3761596 141431 None 8.6. A(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Each 4252.72 4252.72 18.0 False None None False None False 76548.96 0 3761665 141431 None Bescom Part-III, Pg 3, I.No XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 5425.64 5425.64 0.5 False None None False None False 2712.82 0 3761680 141431 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i))(i)) 5th Year Km 243.08 243.08 8.5 False None None False None False 2066.18 0 3761616 141431 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Inclusive of GST 18 Percent. Km 2341.12 2341.12 13.87 False None None False None False 32471.3344 0 3761632 141431 None 1.14.1 vol 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.(P.No-8, I.No-1.14.1 PWD SR VOL-1 2023-24) Cum 120.36 120.36 6100.0 False None None False None False 734196.0 0 3761597 141431 None 8.7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Sqm 10631.8 10631.8 5.4 False None None False None False 57411.72 0 3761617 141431 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)). Inclusive of GST 18 Percent. Km 243.08 243.08 13.87 False None None False None False 3371.5196 0 3761681 141431 None 16.24 vol 3 Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) 5th year Km 1339.3 1339.3 8.5 False None None False None False 11384.05 0 3761666 141431 None CHES Chescom Charges Rs 20000.0 20000.0 1.0 False None None False None False 20000.0 0 3761633 141431 None 5.32 vol 3 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (P.No-43, I.No-5.32 PWD SR VOL-3 2023-24) Sqm 14.16 14.16 35050.0 False None None False None False 496308.0 0 3761618 141431 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)). Inclusive of GST 18 Percent. Km 1339.3 1339.3 13.87 False None None False None False 18576.091 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723466700000 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 eProcurement portal due to internet connectivity issues and technical glitches at bidders end None 1723466703000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723466703000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723466703000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1723466703000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1723466703000 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 1723466721000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1723466729000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723466742000 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 1723466752000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1723466770000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1723466779000 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 1723466788000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1723466802000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1723466810000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1723466817000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1723466857000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1723466865000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1723466872000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1723466887000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1723466979000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1723467003000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1723467045000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1723467057000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1723467070000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days. None 1723467108000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1723467121000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1723467139000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1723467149000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1723467158000 0 None None ELIGIBILITY All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard. None 1723467170000 0 None None ELIGIBILITY The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant. None 1723467179000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1723467190000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection. None 1723467200000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works. (ITT Section 3.4) None 1723467213000 0 None None ELIGIBILITY GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1723467252000 0 None None ELIGIBILITY The success-full contractor should complete the whole work with in 8 months from the date of handing over of site (including rainy season) None 1723467313000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, Public Works Department, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1723467333000 1 None None ELIGIBILITY Contractors should be regestered as KPWD Class I Civil Contractor or CPWD Class I Civil Contractor None 1723467344000 0 None None ELIGIBILITY Rs 1,00,000.00 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1723467353000 0 None None ELIGIBILITY The defect liability period for this project shall be total 5 Years (Five) (Initial 2 years DLP without any financial implications and subsequent 3 years DLP nominal maintenance should be carried out as per BOQ) None 1723467364000 0 None None ELIGIBILITY The GST of 18% will not be paid seperately, the amount put to tender is inclusive of GST Amount. None 1723467396000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as Road work of value not less than Rs. 878.82 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1) Earthwork Excavation 10,732.25 cum 2) Embankment/Subgrade/Earthen shoulder 11,084.80 cum 3)Granular Sub base 2,400.00 cum 4)WMM 3,186.89 cum 5)MSS/BM/DBM/SDBC/BC of 8,183.83 Cum, 6) CC/PCC/RCC of 558.76 Cum and 7)Steel of 14.46 tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Hot Mix Plant Not less than 40/60 TPH 1 own and 1 Hire, Asphalt Paver Finisher 1 own and 1 Hire, Smooth wheeled roller 1 own and 1 Hire, Asphalt vibratory roller 1 own and 1 Hire, Tipper/HGV 3 own and 3 Hire, Motar Grader 1 own and 1 Hire, Excavator 1 own and 2 Hire, Pugmill1own, Vehicle mounted bitumen sprayer 1own and 1 Hire, Concrete mixer with Hooper 2 own and 2 Hire, Water tanker 1own and 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Labour Certificate None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs.3515.29 lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 659.12 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of existing commitments and ongoing works Others Existing Commitments work details createdTs version createdDate modifiedDate documentName None None None None Others -- List of existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted
tenderCriterionDocumentList	documentName optional documentTypeText KPWD Registration Certificate class I True Technical Bid Annual Turnover Certificate with UDIN from CA True Technical Bid CPWD Registration Certificate class I True Technical Bid Work Done Certificate for Similar nature work, duly attested by the Officer Not below the rank of E.E. True Technical Bid Banker Certificate - Line of Credit in the prescribed form True Technical Bid Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 True Technical Bid Existing Commitments work details - B-Value - should be furnished duly attested by the concerned Executive Engineer as per Standard Tender Documents True Technical Bid GST Certificate, Pan Card & Tin Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1723627519000 version 0 createdDate None modifiedDate None blockNumber office of the Executive Engineer, Public Works Department, Mysore Division, Mysore. street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None