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noticeInvitingTenderDTO	createdTs 1723448026690 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 2464000.00 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 16:10:20 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 2364000.00 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 1723448026723 version 7 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT14149 title Package-1 a1) Resurfacing of Road from NH-212 to join Biligere via SH-84A from Ch. 12.70km to 16.25km, a2) Road from NTN at Kupparavalli to join Sutturu from Ch. 0.00km to 4.00km b)Improvements to roads Connecting to Basavanapura to Bandipalya APMC via Hulimavu-Hadinaru-Ayarahalli-Devalapura-Hosahundi Ch. 5.80 to Ch.8.55 Km Widening and resurface Ch. 8.55 to Ch 16.55 Km c) Widening & Strengthening of road from NH-766 Chikkahalli to join S-Kallahalli Ch 0.00 to 6.60 Km at Varuna in Mysore Dist description Package-1 a1) Resurfacing of Road from NH-212 to join Biligere via varuna-Hosakote from Ch. 12.70km to 16.25km. a2) Road from NTN at Kupparavalli to join Sutturu from Ch. 0.00km to 4.00km b)Improvements to roads Connecting to Basavanapura (NH-150A) to Bandipalya APMC (NH-150A) via Hulimavu-Hadinaru-Ayarahalli-Devalapura-Hosahundi Ch. 5.80 to Ch.8.55 Km Widening and resurface Ch. 8.55 to Ch 16.55 Km c) Widening & Strengthening of road from Nh-766 Chikkahalli to join S-Kallahalli (SH-57) via Mosambayanahalli-Ayarahalli-Someshwarapura-Hebya-Kadakola (SH 150A)-Sindhuvalli-Talur-Kallahalli-Jayapura (SH-33)-Mahadevapura (SH-33)-Bettadabidu cross-Gumachahalli Ch 0.00 to 6.60 Km at Varuna Constituency in Mysore District. category WORKS categoryText Works ecv 246398937.96 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1674 locationName PWD Division Office Mysuru provisionalAmount 257000000.0 groupOverheadTotal None fileNumber KPWD/MYS/NO2SPL/ORF/P1/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723448027000 1 None None Roads a1) Resurfacing of Road from NH-212 to join Biligere via Varauna-Hosakote from Ch. 12.70km to 16.25km. 17855808.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754517 140965 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 43.2 False None None False None False 20033.568 0 3754518 140965 None Common SR Vol- 3 , P.No : 17, I.No : 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. The rates are inclusive 18 percentage GST. Cum 581.74 581.74 360.0 False None None False None False 209426.4 0 3754519 140965 None Common SR Vol-3 , P.No : 43, I.No : 5.32 Tack coat on Bituminous surface 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 Common SR Vol-3 , P.No : 43, I.No : 5.32. The rates are inclusive 18 percentage GST. Sqm 14.16 14.16 17100.0 False None None False None False 242136.0 0 3754520 140965 None Common SR Vol-3 , P.No : 35, I.No : 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. The rates are inclusive 18 percentage GST. Cum 11149.82 11149.82 872.1 False None None False None False 9723758.022 0 3754521 140965 None Common SR Vol-3 , P.No : 38, I.No : 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. The rates are inclusive 18 percentage GST. Cum 12925.72 12925.72 513.0 False None None False None False 6630894.36 0 3754522 140965 None Common SR Vol-3 , P.No:67, I.No : 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ 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.The rates are inclusive 18 percentage GST. Sqm 625.4 625.4 726.4 False None None False None False 454290.56 0 3754523 140965 None Common SR Vol-3 , P.No : 74, I.No : 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. The rates are inclusive 18 percentage GST. Nos. 430.7 430.7 1100.0 False None None False None False 473770.0 0 3754524 140965 None Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. The rates are inclusive 18 percentage GST. Nos. 4252.72 4252.72 10.0 False None None False None False 42527.2 0 3754525 140965 None Common SR Vol-3 , P.No :65, I.No : 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. The rates are inclusive 18 percentage GST. Sqm 10631.8 10631.8 2.7 False None None False None False 28705.86 0 3754526 140965 None Common SR Vol-3 , P.No :67, I.No : 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 5th kilometre stone (precast). The rates are inclusive 18 percentage GST. Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3754527 140965 None Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).The rates are inclusive 18 percentage GST. Each 3453.86 3453.86 3.0 False None None False None False 10361.58 0 3754528 140965 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 993.56 993.56 14.0 False None None False None False 13909.84 0 1723448027000 1 None None Roads a2) Road from NTN at Kupparavalli to join Sutturu from Ch. 0.00km to 4.00km 62610091.36 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754529 140966 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 58.8 False None None False None False 27267.912 0 3754530 140966 None Common SR Vol-3 , P.No : 17, I.No : 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. The rates are inclusive 18 percentage GST. Sqm 7.08 7.08 3710.0 False None None False None False 26266.8 0 3754531 140966 None Common SR Vol-3 , P.No : 17, I.No : 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. The rates are inclusive 18 percentage GST. Cum 123.9 123.9 102.0 False None None False None False 12637.8 0 3754532 140966 None Common SR Vol- 1 , P.No : 7, I.No : 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. The rates are inclusive 18 percentage GST. Cum 559.32 559.32 405.0 False None None False None False 226524.6 0 3754533 140966 None Common SR Vol- 3 , P.No :23, I.No : 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. The rates are inclusive 18 percentage GST. Cum 2934.66 2934.66 244.5 False None None False None False 717524.37 0 3754534 140966 None Common SR Vol- 3 , P.No : 26, I.No : 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. The rates are inclusive 18 percentage GST. Cum 3019.62 3019.62 881.75 False None None False None False 2662549.935 0 3754535 140966 None Common SR Vol- 3 , P.No : 17, I.No : 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. The rates are inclusive 18 percentage GST. Cum 581.74 581.74 464.0 False None None False None False 269927.36 0 3754536 140966 None Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i). The rates are inclusive 18 percentage GST. Sqm 48.38 48.38 1050.0 False None None False None False 50799.0 0 3754537 140966 None Common SR Vol-3 , P.No : 43, I.No : 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 43, I.No : 5.33. The rates are inclusive 18 percentage GST. Sqm 17.7 17.7 1050.0 False None None False None False 18585.0 0 3754538 140966 None Common SR Vol-3 , P.No : 43, I.No : 5.32 Tack coat on Bituminous surface 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 Common SR Vol-3 , P.No : 43, I.No : 5.32, The rates are inclusive 18 percentage GST. Sqm 14.16 14.16 50455.0 False None None False None False 714442.8 0 3754539 140966 None Common SR Vol-3 , P.No : 35, I.No : 5.12 C 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. Common SR Vol-3 , P.No : 35, I.No : 5.12 C. The rates are inclusive 18 percentage GST. Cum 11149.82 11149.82 2625.7 False None None False None False 29276082.374 0 3754540 140966 None Common SR Vol-3 , P.No : 38, I.No : 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. The rates are inclusive 18 percentage GST. Cum 12925.72 12925.72 1545.15 False None None False None False 19972176.258 0 3754541 140966 None Common SR Vol-3 , P.No : 51, I.No : 6.6 Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008, Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. The rates are inclusive 18 percentage GST. Cum 7993.32 7993.32 608.0 False None None False None False 4859938.56 0 3754542 140966 None Common SR Vol-3 , P.No:67, I.No : 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ 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. The rates are inclusive 18 percentage GST. Sqm 625.4 625.4 2211.89 False None None False None False 1383316.006 0 3754543 140966 None Common SR Vol-3 , P.No : 74, I.No : 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. The rates are inclusive 18 percentage GST. Nos 430.7 430.7 3308.0 False None None False None False 1424755.6 0 3754544 140966 None Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. The rates are inclusive 18 percentage GST. Nos 4252.72 4252.72 10.0 False None None False None False 42527.2 0 3754545 140966 None Common SR Vol-3 , P.No :65, I.No : 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. The rates are inclusive 18 percentage GST. Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3754546 140966 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3754547 140966 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 993.56 993.56 16.0 False None None False None False 15896.96 0 3754548 140966 None 10 volume 3 page no. 161 Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete. The rates are inclusive 18 percentage GST. m 885.0 885.0 988.0 False None None False None False 874380.0 0 1723448027000 1 None None Roads a) Construction of Retaining wall at Ch. 2.95 to 3.33 km 2 Sides 9236490.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754549 140967 None Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth up to 3 m. The rates are inclusive 18 percentage GST. Cum 120.36 120.36 653.4 False None None False None False 78643.224 0 3754550 140967 None Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 7067.02 7067.02 103.95 False None None False None False 734616.729 0 3754551 140967 None Common SR Vol-1 , P.No : 15, I.No : 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 7418.66 7418.66 623.7 False None None False None False 4627018.242 0 3754552 140967 None Common SR Vol-1 , P.No : 15, I.No : 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 741.87 741.87 623.7 False None None False None False 462704.319 0 3754553 140967 None Common SR Vol-1 , P.No : 18, I.No : 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. The rates are inclusive 18 percentage GST. Tonne 93232.98 93232.98 15.51 False None None False None False 1446043.5198 0 3754554 140967 None Common SR Vol-3 , P.No : 117, I.No : 12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material. The rates are inclusive 18 percentage GST. Cum 1378.24 1378.24 297.0 False None None False None False 409337.28 0 3754555 140967 None Common SR Vol-3 , P.No : 117, I.No : 12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. The rates are inclusive 18 percentage GST. Mtr 282.02 282.02 199.2 False None None False None False 56178.384 0 3754556 140967 None Common SR Vol-3 , P.No : 69, I.No :8.25 i Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. The rates are inclusive 18 percentage GST. Mtr 4295.2 4295.2 200.0 False None None False None False 859040.0 0 3754557 140967 None Common SR Vol-3 , P.No : 117, I.No : 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. The rates are inclusive 18 percentage GST Cum 3158.86 3158.86 178.2 False None None False None False 562908.852 0 1723448027000 1 None None Roads a) Maintenance of road upto 5 years (DLP) 804668.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754558 140968 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3754559 140968 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3754560 140968 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3754561 140968 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4). The rates are inclusive 18 percentage GST. Sqm 185.26 185.26 343.02 False None None False None False 63547.8852 0 3754562 140968 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4). The rates are inclusive 18 percentage GST. Sqm 185.26 185.26 686.05 False None None False None False 127097.623 0 3754563 140968 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). The rates are inclusive 18 percentage GST. Cum 120.36 120.36 37.12 False None None False None False 4467.7632 0 3754564 140968 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). The rates are inclusive 18 percentage GST. Cum 120.36 120.36 37.12 False None None False None False 4467.7632 0 3754565 140968 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3754566 140968 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3754567 140968 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3754568 140968 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3754569 140968 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3754570 140968 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3754571 140968 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). The rates are inclusive 18 percentage GST. Km 2341.12 2341.12 7.25 False None None False None False 16973.12 0 3754572 140968 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 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)). The rates are inclusive 18 percentage GST. Km 243.08 243.08 7.25 False None None False None False 1762.33 0 3754573 140968 None 16.24(iii) 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 (iii). The rates are inclusive 18 percentage GST. Km 1339.3 1339.3 7.25 False None None False None False 9709.925 0 1723448027000 1 None None Roads b) Improvements to roads Connecting to Basavanapura (NH-150A) to Bandipalya APMC (NH-150A) via Hulimavu-Hadinaru- Ayarahalli- Devalapura- Hosahundi Ch. 5.80 to Ch.8.55 Km Widening and resuface Ch. 8.55 to Ch 16.55 Km in Nanjangud Taluk, Varuna Constituency 91882603.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754574 140969 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. By Mechanical Means using Dozer, A. In area of light jungle. Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.0 False None None False None False 119644.92 0 3754575 140969 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 Rates are inclusive of 18 % GST. Cum 120.36 120.36 5101.25 False None None False None False 613986.45 0 3754576 140969 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Rates are inclusive of 18 % GST. Cum 2934.66 2934.66 1457.5 False None None False None False 4277266.95 0 3754577 140969 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are inclusive of 18 % GST. Cum 3019.62 3019.62 1237.5 False None None False None False 3736779.75 0 3754578 140969 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. Rates are inclusive of 18 % GST. Cum 581.74 581.74 2365.0 False None None False None False 1375815.1 0 3754579 140969 None 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom. Rates are inclusive of 18 % GST. Sqm 17.7 17.7 4125.0 False None None False None False 73012.5 0 3754580 140969 None 5.32 Tack coat on Bituminous surface 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. Rates are inclusive of 18 % GST. Sqm 14.16 14.16 75425.0 False None None False None False 1068018.0 0 3754581 140969 None 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic Less than20 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. Rates are inclusive of 18 % GST. Cum 11149.82 11149.82 4090.65 False None None False None False 45610011.183 0 3754582 140969 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.Rates are inclusive of 18 % GST. Cum 12925.72 12925.72 2386.5 False None None False None False 30847230.78 0 3754583 140969 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18 % GST. Sqm 625.4 625.4 3579.75 False None None False None False 2238775.65 0 3754584 140969 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18 % GST. Nos 430.7 430.7 4181.0 False None None False None False 1800756.7 0 3754585 140969 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18 % GST. Nos 4252.72 4252.72 5.0 False None None False None False 21263.6 0 3754586 140969 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Rates are inclusive of 18 % GST. Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3754587 140969 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 5th kilometre stone (precast). Rates are inclusive of 18 % GST Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3754588 140969 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).Rates are inclusive of 18 % GST. Each 3453.86 3453.86 9.0 False None None False None False 31084.74 0 3754589 140969 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).Rates are inclusive of 18 % GST. Each 993.56 993.56 40.0 False None None False None False 39742.4 0 1723448027000 1 None None Roads b) Construction of 1M x 1M Box Culvert 462388.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754590 140970 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.Rates are inclusive of 18 % GST. Cum 120.36 120.36 49.88 False None None False None False 6003.5568 0 3754591 140970 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.Rates are inclusive of 18 % GST. Cum 7067.02 7067.02 4.28 False None None False None False 30246.8456 0 3754592 140970 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Rates are inclusive of 18 % GST. Cum 7418.66 7418.66 7.54 False None None False None False 55936.6964 0 3754593 140970 None 2.2.1 B. Form Work Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Rates are inclusive of 18 % GST. Cum 1483.73 1483.73 7.54 False None None False None False 11187.3242 0 3754594 140970 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Cum 8074.74 8074.74 17.09 False None None False None False 137997.3066 0 3754595 140970 None 2.5.2 Form Work Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars formwork to be paid separately).Rates are inclusive of 18 % GST. Cum 1614.95 1614.95 17.09 False None None False None False 27599.4955 0 3754596 140970 None 2.11 b 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. Foundations of Bridges.Rates are inclusive of 18 % GST. Tonne 101723.08 101723.08 0.49 False None None False None False 49844.3092 0 3754597 140970 None 2.11 c Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges).Rates are inclusive of 18 % GST. Tonne 101990.94 101990.94 0.59 False None None False None False 60174.6546 0 3754598 140970 None 2.11d Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges).Rates are inclusive of 18 % GST. Tonne 102256.44 102256.44 0.81 False None None False None False 82827.7164 0 3754599 140970 None 13.14 Painting on concrete surface : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2).Rates are inclusive of 18 % GST. Sqm 99.12 99.12 5.76 False None None False None False 570.9312 0 1723448027000 1 None None Roads b) Maintenance of road upto 5 Years 1324059.23 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754600 140971 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.Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3754601 140971 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.Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3754602 140971 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. Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3754603 140971 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18 % GST. Sqm 310.34 310.34 397.75 False None None False None False 123437.735 0 3754604 140971 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i).Rates are inclusive of 18 % GST. Sqm 310.34 310.34 795.5 False None None False None False 246875.47 0 3754605 140971 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. Rates are inclusive of 18 % GST. Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3754606 140971 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 . Rates are inclusive of 18 % GST. Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3754607 140971 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3754608 140971 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3754609 140971 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3754610 140971 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. Rates are inclusive of 18 % GST. Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3754611 140971 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. Rates are inclusive of 18 % GST. Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3754612 140971 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. Rates are inclusive of 18 % GST Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3754613 140971 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909. Rates are inclusive of 18 % GST. Nos 2415.46 2415.46 12.0 False None None False None False 28985.52 0 3754614 140971 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. Rates are inclusive of 18 % GST. Km 2341.12 2341.12 14.4 False None None False None False 33712.128 0 3754615 140971 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. Rates are inclusive of 18 % GST. Km 243.08 243.08 14.4 False None None False None False 3500.352 0 3754616 140971 None 20.25 (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. Rates are inclusive of 18 % GST. Km 1339.3 1339.3 14.4 False None None False None False 19285.92 0 1723448027000 1 None None Roads b) HM Yard 249297.55 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754617 140972 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) and Labour Nos 5617.0 5617.0 10.0 False None None False None False 56170.0 0 3754618 140972 None 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) and labour Labour Nos 790.0 790.0 14.0 False None None False None False 11060.0 0 3754619 140972 None 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 221.0 221.0 18.0 False None None False None False 3978.0 0 3754620 140972 None XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) and labour Nos 561.0 561.0 12.0 False None None False None False 6732.0 0 3754621 140972 None XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Nos 65.0 65.0 18.0 False None None False None False 1170.0 0 3754622 140972 None XIX c No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Nos 25.0 25.0 16.0 False None None False None False 400.0 0 3754623 140972 None 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) including 3 Percent Accessories and labour Km 66659.45 66659.45 1.0 False None None False None False 66659.45 0 3754624 140972 None XX a 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) including 3 Percent Accessories & labour Km 41542.0 41542.0 1.0 False None None False None False 41542.0 0 3754625 140972 None 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) and labour Set 1657.0 1657.0 4.0 False None None False None False 6628.0 0 3754626 140972 None I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL and labour Nos 2547.9 2547.9 8.0 False None None False None False 20383.2 0 3754627 140972 None IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole and Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3754628 140972 None 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) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3754629 140972 None 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 6268.1 6268.1 1.0 False None None False None False 6268.1 0 3754630 140972 None 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 4598.0 4598.0 1.0 False None None False None False 4598.0 0 3754631 140972 None Round off Chescom Charges Lump Sum for Each 20000.0 20000.0 1.0 False None None False None False 20000.0 0 1723448027000 1 None None Roads c) Widening & Strengthening of road from Nh-766 Chikkahalli to join S-Kallahalli (SH-57) via Mosambayanahalli-Ayarahalli-Someshwarapura- Hebya-Kadakola (SH 150A)-Sindhuvalli-Talur- Kallahalli-Jayapura (SH-33)- Mahadevapura(SH-33)-Bettadabidu cross- Gumachahalli Ch 0.00 to 6.60 Km at Varuna Constituency in Mysore taluk 59405829.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754632 140973 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. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 153.6 False None None False None False 71230.464 0 3754633 140973 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 7589.96 False None None False None False 913527.5856 0 3754634 140973 None 4.17(A) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17(A) Cum 3019.62 3019.62 3175.0 False None None False None False 9587293.5 0 3754635 140973 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 12400.0 False None None False None False 599912.0 0 3754636 140973 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 Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 39375.0 False None None False None False 557550.0 0 3754637 140973 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 2025.0 False None None False None False 22578385.5 0 3754638 140973 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1177.5 False None None False None False 15220035.3 0 3754639 140973 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent.Common SR Vol- 3 , P.No : 15 , I.No : 3.6 Cum 581.74 581.74 4167.72 False None None False None False 2424529.4328 0 3754640 140973 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of otherstructures graded with desired compaction, Inclusive of GST 18 Percent.Common SR Vol- 1 , P.No : 7 , I.No : 1.7 Cum 133.34 133.34 962.28 False None None False None False 128310.4152 0 3754641 140973 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. Common SR Vol-3 , P.No :57, I.No : 8.15 Sqm 625.4 625.4 1421.0 False None None False None False 888693.4 0 3754642 140973 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 PWD SOR for Roads & Bridges Inclusive of GST 18 Percent Common SR Vol-3 , Item No. VOL-III-8.43 Page No.74 No 430.7 430.7 1666.0 False None None False None False 717546.2 0 3754643 140973 None 8.25A 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 Inclusive of GST 18 Percent Common SR Vol-3 , P.No :69, I.No : 8.25(A) Mtr 4295.2 4295.2 400.0 False None None False None False 1718080.0 0 3754644 140973 None 10.14 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 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.4 Rmtr 189.98 189.98 400.0 False None None False None False 75992.0 0 3754645 140973 None 10.1.5 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 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.5 Rmtr 259.6 259.6 400.0 False None None False None False 103840.0 0 3754646 140973 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 Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3754647 140973 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3754648 140973 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 27.0 False None None False None False 26826.12 0 3754649 140973 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. Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) No 4252.72 4252.72 22.0 False None None False None False 93559.84 0 3754650 140973 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. Common SR Vol-3 , P.No :64, I.No : 8.7 Sqm 10631.8 10631.8 3.6 False None None False None False 38274.48 0 3754651 140973 None 4.1A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material, Inclusive of GST 18 Percent. Inclusive of GST 18 Percent Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) Cum 2934.66 2934.66 1240.0 False None None False None False 3638978.4 0 1723448027000 1 None None Roads c) Construction of Drain 899958.67 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754652 140974 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 192.0 False None None False None False 23109.12 0 3754653 140974 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 24.0 False None None False None False 169608.48 0 3754654 140974 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Inclusive of GST 18 Percent.Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 48.0 False None None False None False 358134.72 0 3754655 140974 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. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 2611.4 2611.4 48.0 False None None False None False 125347.2 0 3754656 140974 None 2.11h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications., Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11 h Tonne 93232.98 93232.98 2.4 False None None False None False 223759.152 0 1723448027000 1 None None Roads c) Maintenance of road upto 5 Years (Including 2 Years Contract period) 856028.7 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754657 140975 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3754658 140975 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3754659 140975 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3754660 140975 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 181.5 False None None False None False 33624.69 0 3754661 140975 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 363.0 False None None False None False 67249.38 0 3754662 140975 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 412.09 False None None False None False 49599.1524 0 3754663 140975 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 412.09 False None None False None False 49599.1524 0 3754664 140975 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment Inclusive of GST 18 Percent .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3754665 140975 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3754666 140975 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3754667 140975 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3754668 140975 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3754669 140975 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3754670 140975 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) Inclusive of GST 18 Percent Km 2341.12 2341.12 6.6 False None None False None False 15451.392 0 3754671 140975 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 (i) Painting two coats with synthetic enamel paint Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 6.6 False None None False None False 1604.328 0 3754672 140975 None 16.24(iii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (iii) Km 1339.3 1339.3 6.6 False None None False None False 8839.38 0 1723448027000 1 None None Roads c) Electrical Pole Shifting 811713.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3754673 140976 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) Labour (Bescom Part-III,Pg 1, I.No 1.06) Inclusive of GST 18 Percent No 6628.06 6628.06 30.0 False None None False None False 198841.8 0 3754674 140976 None IXa 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) Inclusive of GST 18 Percent No 932.2 932.2 42.0 False None None False None False 39152.4 0 3754675 140976 None XIXe 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) Inclusive of GST 18 Percent Set 260.78 260.78 54.0 False None None False None False 14082.12 0 3754676 140976 None XIIa 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) Inclusive of GST 18 Percent No 661.98 661.98 36.0 False None None False None False 23831.28 0 3754677 140976 None XIId 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Inclusive of GST 18 Percent No 76.7 76.7 54.0 False None None False None False 4141.8 0 3754678 140976 None XIXc No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Inclusive of GST 18 Percent No 29.5 29.5 48.0 False None None False None False 1416.0 0 3754679 140976 None XXb 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) Inclusive of GST 18 Percent Km 78658.15 78658.15 3.0 False None None False None False 235974.45 0 3754680 140976 None XXa 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) Inclusive of GST 18 Percent Km 49019.56 49019.56 3.0 False None None False None False 147058.68 0 3754681 140976 None XXIIIa 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) Inclusive of GST 18 Percent Set 1955.26 1955.26 12.0 False None None False None False 23463.12 0 3754682 140976 None 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) Inclusive of GST 18 Percent No 3006.52 3006.52 24.0 False None None False None False 72156.48 0 3754683 140976 None IXa 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) (Bescom Part-III, Pg 2, I.No IX a) Inclusive of GST 18 Percent No 273.52 273.52 24.0 False None None False None False 6564.48 0 3754684 140976 None 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) Inclusive of GST 18 Percent No 273.52 273.52 24.0 False None None False None False 6564.48 0 3754685 140976 None 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) Inclusive of GST 18 Percent Km 7396.36 7396.36 3.0 False None None False None False 22189.08 0 3754686 140976 None 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) Inclusive of GST 18 Percent Km 5425.64 5425.64 3.0 False None None False None False 16276.92 0 1723453681000 1 None None Roads Package-1 a1) Resurfacing of Road from NH-212 to join Biligere via SH-84A from Ch. 12.70km to 16.25km, a2) Road from NTN at Kupparavalli to join Sutturu from Ch. 0.00km to 4.00km b)Improvements to roads Connecting to Basavanapura to Bandipalya APMC via Hulimavu-Hadinaru-Ayarahalli-Devalapura-Hosahundi Ch. 5.80 to Ch.8.55 Km Widening and resurface Ch. 8.55 to Ch 16.55 Km c) Widening & Strengthening of road from NH-766 Chikkahalli to join S-Kallahalli Ch 0.00 to 6.60 Km at Varuna in Mysore Dist 246398937.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3756780 141113 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) and Labour Nos 5617.0 5617.0 10.0 False None None False None False 56170.0 0 3756836 141113 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) Labour (Bescom Part-III,Pg 1, I.No 1.06) Inclusive of GST 18 Percent No 6628.06 6628.06 30.0 False None None False None False 198841.8 0 3756753 141113 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m.Rates are inclusive of 18 % GST. Cum 120.36 120.36 49.88 False None None False None False 6003.5568 0 3756815 141113 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 192.0 False None None False None False 23109.12 0 3756737 141113 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. By Mechanical Means using Dozer, A. In area of light jungle. Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.0 False None None False None False 119644.92 0 3756763 141113 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.Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3756795 141113 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. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 153.6 False None None False None False 71230.464 0 3756820 141113 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3756712 141113 None Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth up to 3 m. The rates are inclusive 18 percentage GST. Cum 120.36 120.36 653.4 False None None False None False 78643.224 0 3756680 141113 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 43.2 False None None False None False 20033.568 0 3756692 141113 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 58.8 False None None False None False 27267.912 0 3756721 141113 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3756738 141113 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 Rates are inclusive of 18 % GST. Cum 120.36 120.36 5101.25 False None None False None False 613986.45 0 3756796 141113 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 7589.96 False None None False None False 913527.5856 0 3756754 141113 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.Rates are inclusive of 18 % GST. Cum 7067.02 7067.02 4.28 False None None False None False 30246.8456 0 3756816 141113 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 24.0 False None None False None False 169608.48 0 3756764 141113 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.Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3756821 141113 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3756681 141113 None Common SR Vol- 3 , P.No : 17, I.No : 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. The rates are inclusive 18 percentage GST. Cum 581.74 581.74 360.0 False None None False None False 209426.4 0 3756713 141113 None Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 7067.02 7067.02 103.95 False None None False None False 734616.729 0 3756693 141113 None Common SR Vol-3 , P.No : 17, I.No : 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. The rates are inclusive 18 percentage GST. Sqm 7.08 7.08 3710.0 False None None False None False 26266.8 0 3756722 141113 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3756781 141113 None 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) and labour Labour Nos 790.0 790.0 14.0 False None None False None False 11060.0 0 3756837 141113 None IXa 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) Inclusive of GST 18 Percent No 932.2 932.2 42.0 False None None False None False 39152.4 0 3756755 141113 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Rates are inclusive of 18 % GST. Cum 7418.66 7418.66 7.54 False None None False None False 55936.6964 0 3756817 141113 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Inclusive of GST 18 Percent.Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 48.0 False None None False None False 358134.72 0 3756765 141113 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. Rates are inclusive of 18 % GST. 100 Sqm 463.74 463.74 258.48 False None None False None False 119867.5152 0 3756822 141113 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 (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 148.8 False None None False None False 69004.512 0 3756739 141113 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Rates are inclusive of 18 % GST. Cum 2934.66 2934.66 1457.5 False None None False None False 4277266.95 0 3756797 141113 None 4.17(A) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17(A) Cum 3019.62 3019.62 3175.0 False None None False None False 9587293.5 0 3756714 141113 None Common SR Vol-1 , P.No : 15, I.No : 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 7418.66 7418.66 623.7 False None None False None False 4627018.242 0 3756694 141113 None Common SR Vol-3 , P.No : 17, I.No : 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. The rates are inclusive 18 percentage GST. Cum 123.9 123.9 102.0 False None None False None False 12637.8 0 3756682 141113 None Common SR Vol-3 , P.No : 43, I.No : 5.32 Tack coat on Bituminous surface 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 Common SR Vol-3 , P.No : 43, I.No : 5.32. The rates are inclusive 18 percentage GST. Sqm 14.16 14.16 17100.0 False None None False None False 242136.0 0 3756723 141113 None Common SR Vol-3 , P.No : 9, I.No : 2.52 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. By Mechanical Means using Dozer, A. In area of light jungle. The rates are inclusive 18 percentage GST. 100 Sqm 463.74 463.74 144.0 False None None False None False 66778.56 0 3756782 141113 None 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 221.0 221.0 18.0 False None None False None False 3978.0 0 3756838 141113 None XIXe 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) Inclusive of GST 18 Percent Set 260.78 260.78 54.0 False None None False None False 14082.12 0 3756766 141113 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18 % GST. Sqm 310.34 310.34 397.75 False None None False None False 123437.735 0 3756724 141113 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4). The rates are inclusive 18 percentage GST. Sqm 185.26 185.26 343.02 False None None False None False 63547.8852 0 3756823 141113 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 181.5 False None None False None False 33624.69 0 3756756 141113 None 2.2.1 B. Form Work Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Rates are inclusive of 18 % GST. Cum 1483.73 1483.73 7.54 False None None False None False 11187.3242 0 3756818 141113 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. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 2611.4 2611.4 48.0 False None None False None False 125347.2 0 3756740 141113 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are inclusive of 18 % GST. Cum 3019.62 3019.62 1237.5 False None None False None False 3736779.75 0 3756798 141113 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 12400.0 False None None False None False 599912.0 0 3756695 141113 None Common SR Vol- 1 , P.No : 7, I.No : 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. The rates are inclusive 18 percentage GST. Cum 559.32 559.32 405.0 False None None False None False 226524.6 0 3756715 141113 None Common SR Vol-1 , P.No : 15, I.No : 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. The rates are inclusive 18 percentage GST. Cum 741.87 741.87 623.7 False None None False None False 462704.319 0 3756683 141113 None Common SR Vol-3 , P.No : 35, I.No : 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. The rates are inclusive 18 percentage GST. Cum 11149.82 11149.82 872.1 False None None False None False 9723758.022 0 3756783 141113 None XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) and labour Nos 561.0 561.0 12.0 False None None False None False 6732.0 0 3756839 141113 None XIIa 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) Inclusive of GST 18 Percent No 661.98 661.98 36.0 False None None False None False 23831.28 0 3756767 141113 None 10.15(i) Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i).Rates are inclusive of 18 % GST. Sqm 310.34 310.34 795.5 False None None False None False 246875.47 0 3756725 141113 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4). The rates are inclusive 18 percentage GST. Sqm 185.26 185.26 686.05 False None None False None False 127097.623 0 3756824 141113 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 (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 363.0 False None None False None False 67249.38 0 3756819 141113 None 2.11h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications., Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11 h Tonne 93232.98 93232.98 2.4 False None None False None False 223759.152 0 3756757 141113 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) Cum 8074.74 8074.74 17.09 False None None False None False 137997.3066 0 3756741 141113 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. Rates are inclusive of 18 % GST. Cum 581.74 581.74 2365.0 False None None False None False 1375815.1 0 3756799 141113 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 Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 39375.0 False None None False None False 557550.0 0 3756696 141113 None Common SR Vol- 3 , P.No :23, I.No : 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. The rates are inclusive 18 percentage GST. Cum 2934.66 2934.66 244.5 False None None False None False 717524.37 0 3756716 141113 None Common SR Vol-1 , P.No : 18, I.No : 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. The rates are inclusive 18 percentage GST. Tonne 93232.98 93232.98 15.51 False None None False None False 1446043.5198 0 3756684 141113 None Common SR Vol-3 , P.No : 38, I.No : 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. The rates are inclusive 18 percentage GST. Cum 12925.72 12925.72 513.0 False None None False None False 6630894.36 0 3756784 141113 None XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Nos 65.0 65.0 18.0 False None None False None False 1170.0 0 3756840 141113 None XIId 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Inclusive of GST 18 Percent No 76.7 76.7 54.0 False None None False None False 4141.8 0 3756726 141113 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). The rates are inclusive 18 percentage GST. Cum 120.36 120.36 37.12 False None None False None False 4467.7632 0 3756768 141113 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. Rates are inclusive of 18 % GST. Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3756825 141113 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 412.09 False None None False None False 49599.1524 0 3756758 141113 None 2.5.2 Form Work Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars formwork to be paid separately).Rates are inclusive of 18 % GST. Cum 1614.95 1614.95 17.09 False None None False None False 27599.4955 0 3756800 141113 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 2025.0 False None None False None False 22578385.5 0 3756742 141113 None 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom. Rates are inclusive of 18 % GST. Sqm 17.7 17.7 4125.0 False None None False None False 73012.5 0 3756697 141113 None Common SR Vol- 3 , P.No : 26, I.No : 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. The rates are inclusive 18 percentage GST. Cum 3019.62 3019.62 881.75 False None None False None False 2662549.935 0 3756717 141113 None Common SR Vol-3 , P.No : 117, I.No : 12.3 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material. The rates are inclusive 18 percentage GST. Cum 1378.24 1378.24 297.0 False None None False None False 409337.28 0 3756685 141113 None Common SR Vol-3 , P.No:67, I.No : 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ 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.The rates are inclusive 18 percentage GST. Sqm 625.4 625.4 726.4 False None None False None False 454290.56 0 3756785 141113 None XIX c No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Nos 25.0 25.0 16.0 False None None False None False 400.0 0 3756841 141113 None XIXc No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Inclusive of GST 18 Percent No 29.5 29.5 48.0 False None None False None False 1416.0 0 3756727 141113 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). The rates are inclusive 18 percentage GST. Cum 120.36 120.36 37.12 False None None False None False 4467.7632 0 3756769 141113 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 . Rates are inclusive of 18 % GST. Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3756826 141113 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 412.09 False None None False None False 49599.1524 0 3756759 141113 None 2.11 b 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. Foundations of Bridges.Rates are inclusive of 18 % GST. Tonne 101723.08 101723.08 0.49 False None None False None False 49844.3092 0 3756801 141113 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1177.5 False None None False None False 15220035.3 0 3756743 141113 None 5.32 Tack coat on Bituminous surface 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. Rates are inclusive of 18 % GST. Sqm 14.16 14.16 75425.0 False None None False None False 1068018.0 0 3756698 141113 None Common SR Vol- 3 , P.No : 17, I.No : 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. The rates are inclusive 18 percentage GST. Cum 581.74 581.74 464.0 False None None False None False 269927.36 0 3756718 141113 None Common SR Vol-3 , P.No : 117, I.No : 12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. The rates are inclusive 18 percentage GST. Mtr 282.02 282.02 199.2 False None None False None False 56178.384 0 3756686 141113 None Common SR Vol-3 , P.No : 74, I.No : 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. The rates are inclusive 18 percentage GST. Nos. 430.7 430.7 1100.0 False None None False None False 473770.0 0 3756786 141113 None 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) including 3 Percent Accessories and labour Km 66659.45 66659.45 1.0 False None None False None False 66659.45 0 3756842 141113 None XXb 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) Inclusive of GST 18 Percent Km 78658.15 78658.15 3.0 False None None False None False 235974.45 0 3756728 141113 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3756770 141113 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3756827 141113 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment Inclusive of GST 18 Percent .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3756760 141113 None 2.11 c Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges).Rates are inclusive of 18 % GST. Tonne 101990.94 101990.94 0.59 False None None False None False 60174.6546 0 3756802 141113 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent.Common SR Vol- 3 , P.No : 15 , I.No : 3.6 Cum 581.74 581.74 4167.72 False None None False None False 2424529.4328 0 3756744 141113 None 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic Less than20 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. Rates are inclusive of 18 % GST. Cum 11149.82 11149.82 4090.65 False None None False None False 45610011.183 0 3756699 141113 None Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i). The rates are inclusive 18 percentage GST. Sqm 48.38 48.38 1050.0 False None None False None False 50799.0 0 3756719 141113 None Common SR Vol-3 , P.No : 69, I.No :8.25 i Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811. The rates are inclusive 18 percentage GST. Mtr 4295.2 4295.2 200.0 False None None False None False 859040.0 0 3756687 141113 None Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. The rates are inclusive 18 percentage GST. Nos. 4252.72 4252.72 10.0 False None None False None False 42527.2 0 3756787 141113 None XX a 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) including 3 Percent Accessories & labour Km 41542.0 41542.0 1.0 False None None False None False 41542.0 0 3756843 141113 None XXa 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) Inclusive of GST 18 Percent Km 49019.56 49019.56 3.0 False None None False None False 147058.68 0 3756803 141113 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of otherstructures graded with desired compaction, Inclusive of GST 18 Percent.Common SR Vol- 1 , P.No : 7 , I.No : 1.7 Cum 133.34 133.34 962.28 False None None False None False 128310.4152 0 3756729 141113 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3756771 141113 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3756828 141113 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3756761 141113 None 2.11d Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Super structure of Bridges).Rates are inclusive of 18 % GST. Tonne 102256.44 102256.44 0.81 False None None False None False 82827.7164 0 3756745 141113 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.Rates are inclusive of 18 % GST. Cum 12925.72 12925.72 2386.5 False None None False None False 30847230.78 0 3756720 141113 None Common SR Vol-3 , P.No : 117, I.No : 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. The rates are inclusive 18 percentage GST Cum 3158.86 3158.86 178.2 False None None False None False 562908.852 0 3756700 141113 None Common SR Vol-3 , P.No : 43, I.No : 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Common SR Vol-3 , P.No : 43, I.No : 5.33. The rates are inclusive 18 percentage GST. Sqm 17.7 17.7 1050.0 False None None False None False 18585.0 0 3756688 141113 None Common SR Vol-3 , P.No :65, I.No : 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. The rates are inclusive 18 percentage GST. Sqm 10631.8 10631.8 2.7 False None None False None False 28705.86 0 3756788 141113 None 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) and labour Set 1657.0 1657.0 4.0 False None None False None False 6628.0 0 3756844 141113 None XXIIIa 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) Inclusive of GST 18 Percent Set 1955.26 1955.26 12.0 False None None False None False 23463.12 0 3756730 141113 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 .(Common SR Vol-3 , P.No : 91, I.No : 10.2). The rates are inclusive 18 percentage GST. Sqm 114.46 114.46 413.62 False None None False None False 47342.9452 0 3756772 141113 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. Rates are inclusive of 18 % GST. Sqm 114.46 114.46 341.25 False None None False None False 39059.475 0 3756829 141113 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 465.0 False None None False None False 53223.9 0 3756762 141113 None 13.14 Painting on concrete surface : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2).Rates are inclusive of 18 % GST. Sqm 99.12 99.12 5.76 False None None False None False 570.9312 0 3756746 141113 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18 % GST. Sqm 625.4 625.4 3579.75 False None None False None False 2238775.65 0 3756804 141113 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. Common SR Vol-3 , P.No :57, I.No : 8.15 Sqm 625.4 625.4 1421.0 False None None False None False 888693.4 0 3756701 141113 None Common SR Vol-3 , P.No : 43, I.No : 5.32 Tack coat on Bituminous surface 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 Common SR Vol-3 , P.No : 43, I.No : 5.32, The rates are inclusive 18 percentage GST. Sqm 14.16 14.16 50455.0 False None None False None False 714442.8 0 3756689 141113 None Common SR Vol-3 , P.No :67, I.No : 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 5th kilometre stone (precast). The rates are inclusive 18 percentage GST. Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3756789 141113 None I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL and labour Nos 2547.9 2547.9 8.0 False None None False None False 20383.2 0 3756845 141113 None 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) Inclusive of GST 18 Percent No 3006.52 3006.52 24.0 False None None False None False 72156.48 0 3756731 141113 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3756773 141113 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. Rates are inclusive of 18 % GST. Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3756830 141113 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3756747 141113 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18 % GST. Nos 430.7 430.7 4181.0 False None None False None False 1800756.7 0 3756805 141113 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 PWD SOR for Roads & Bridges Inclusive of GST 18 Percent Common SR Vol-3 , Item No. VOL-III-8.43 Page No.74 No 430.7 430.7 1666.0 False None None False None False 717546.2 0 3756702 141113 None Common SR Vol-3 , P.No : 35, I.No : 5.12 C 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. Common SR Vol-3 , P.No : 35, I.No : 5.12 C. The rates are inclusive 18 percentage GST. Cum 11149.82 11149.82 2625.7 False None None False None False 29276082.374 0 3756690 141113 None Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).The rates are inclusive 18 percentage GST. Each 3453.86 3453.86 3.0 False None None False None False 10361.58 0 3756790 141113 None IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole and Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3756846 141113 None IXa 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) (Bescom Part-III, Pg 2, I.No IX a) Inclusive of GST 18 Percent No 273.52 273.52 24.0 False None None False None False 6564.48 0 3756732 141113 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3756774 141113 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. Rates are inclusive of 18 % GST. Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3756831 141113 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3756806 141113 None 8.25A 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 Inclusive of GST 18 Percent Common SR Vol-3 , P.No :69, I.No : 8.25(A) Mtr 4295.2 4295.2 400.0 False None None False None False 1718080.0 0 3756748 141113 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18 % GST. Nos 4252.72 4252.72 5.0 False None None False None False 21263.6 0 3756703 141113 None Common SR Vol-3 , P.No : 38, I.No : 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. The rates are inclusive 18 percentage GST. Cum 12925.72 12925.72 1545.15 False None None False None False 19972176.258 0 3756691 141113 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 993.56 993.56 14.0 False None None False None False 13909.84 0 3756791 141113 None 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) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3756847 141113 None 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) Inclusive of GST 18 Percent No 273.52 273.52 24.0 False None None False None False 6564.48 0 3756807 141113 None 10.14 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 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.4 Rmtr 189.98 189.98 400.0 False None None False None False 75992.0 0 3756733 141113 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). The rates are inclusive 18 percentage GST. m 7.08 7.08 11030.0 False None None False None False 78092.4 0 3756775 141113 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. Rates are inclusive of 18 % GST Mtr 7.08 7.08 18200.0 False None None False None False 128856.0 0 3756832 141113 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) Rmtr 7.08 7.08 12400.0 False None None False None False 87792.0 0 3756749 141113 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Rates are inclusive of 18 % GST. Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3756704 141113 None Common SR Vol-3 , P.No : 51, I.No : 6.6 Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008, Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. The rates are inclusive 18 percentage GST. Cum 7993.32 7993.32 608.0 False None None False None False 4859938.56 0 3756792 141113 None 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 6268.1 6268.1 1.0 False None None False None False 6268.1 0 3756848 141113 None 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) Inclusive of GST 18 Percent Km 7396.36 7396.36 3.0 False None None False None False 22189.08 0 3756808 141113 None 10.1.5 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 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.5 Rmtr 259.6 259.6 400.0 False None None False None False 103840.0 0 3756776 141113 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909. Rates are inclusive of 18 % GST. Nos 2415.46 2415.46 12.0 False None None False None False 28985.52 0 3756734 141113 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). The rates are inclusive 18 percentage GST. Km 2341.12 2341.12 7.25 False None None False None False 16973.12 0 3756833 141113 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) Inclusive of GST 18 Percent Km 2341.12 2341.12 6.6 False None None False None False 15451.392 0 3756750 141113 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 5th kilometre stone (precast). Rates are inclusive of 18 % GST Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3756705 141113 None Common SR Vol-3 , P.No:67, I.No : 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ 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. The rates are inclusive 18 percentage GST. Sqm 625.4 625.4 2211.89 False None None False None False 1383316.006 0 3756793 141113 None 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 4598.0 4598.0 1.0 False None None False None False 4598.0 0 3756849 141113 None 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) Inclusive of GST 18 Percent Km 5425.64 5425.64 3.0 False None None False None False 16276.92 0 3756777 141113 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. Rates are inclusive of 18 % GST. Km 2341.12 2341.12 14.4 False None None False None False 33712.128 0 3756735 141113 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 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)). The rates are inclusive 18 percentage GST. Km 243.08 243.08 7.25 False None None False None False 1762.33 0 3756834 141113 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 (i) Painting two coats with synthetic enamel paint Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 6.6 False None None False None False 1604.328 0 3756809 141113 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 Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3756751 141113 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).Rates are inclusive of 18 % GST. Each 3453.86 3453.86 9.0 False None None False None False 31084.74 0 3756706 141113 None Common SR Vol-3 , P.No : 74, I.No : 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective 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 bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. The rates are inclusive 18 percentage GST. Nos 430.7 430.7 3308.0 False None None False None False 1424755.6 0 3756794 141113 None Round off Chescom Charges Lump Sum for Each 20000.0 20000.0 1.0 False None None False None False 20000.0 0 3756778 141113 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. Rates are inclusive of 18 % GST. Km 243.08 243.08 14.4 False None None False None False 3500.352 0 3756736 141113 None 16.24(iii) 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 (iii). The rates are inclusive 18 percentage GST. Km 1339.3 1339.3 7.25 False None None False None False 9709.925 0 3756835 141113 None 16.24(iii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (iii) Km 1339.3 1339.3 6.6 False None None False None False 8839.38 0 3756810 141113 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3756752 141113 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).Rates are inclusive of 18 % GST. Each 993.56 993.56 40.0 False None None False None False 39742.4 0 3756707 141113 None Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. The rates are inclusive 18 percentage GST. Nos 4252.72 4252.72 10.0 False None None False None False 42527.2 0 3756779 141113 None 20.25 (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. Rates are inclusive of 18 % GST. Km 1339.3 1339.3 14.4 False None None False None False 19285.92 0 3756811 141113 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 27.0 False None None False None False 26826.12 0 3756708 141113 None Common SR Vol-3 , P.No :65, I.No : 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. The rates are inclusive 18 percentage GST. Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3756812 141113 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. Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) No 4252.72 4252.72 22.0 False None None False None False 93559.84 0 3756709 141113 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3756813 141113 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. Common SR Vol-3 , P.No :64, I.No : 8.7 Sqm 10631.8 10631.8 3.6 False None None False None False 38274.48 0 3756710 141113 None Common SR Vol-3 , P.No :67, I.No : 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). The rates are inclusive 18 percentage GST. Each 993.56 993.56 16.0 False None None False None False 15896.96 0 3756711 141113 None 10 volume 3 page no. 161 Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete. The rates are inclusive 18 percentage GST. m 885.0 885.0 988.0 False None None False None False 874380.0 0 3756814 141113 None 4.1A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material, Inclusive of GST 18 Percent. Inclusive of GST 18 Percent Common SR Vol- 3 , P.No : 19, I.No : 4.1 A(v) Cum 2934.66 2934.66 1240.0 False None None False None False 3638978.4 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723448028000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723448028000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723448028000 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 1723448028000 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 1723448028000 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 1723448809000 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 1723448866000 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 1723448880000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723448894000 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 1723448918000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1723448935000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1723448969000 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 1723448982000 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 1723448994000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1723449021000 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 1723449032000 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 1723449043000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1723449056000 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 1723449076000 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 1723449089000 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 1723449175000 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 1723449197000 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 1723449211000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1723449230000 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 1723449249000 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 1723449259000 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 1723449278000 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 1723449292000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1723449319000 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 1723449356000 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 1723449372000 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 1723449385000 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 1723449402000 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 1723449465000 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 1723449508000 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 1723449524000 1 None None ELIGIBILITY The success-full contractor should complete the whole work with in 11 months from the date of handing over of site (including rainy season) None 1723449621000 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 1723449632000 1 None None ELIGIBILITY Contractors should be registered as KPWD/CPWD Class I Civil Contractor. None 1723449747000 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 1723449805000 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 1723449833000 0 None None ELIGIBILITY The GST of 18% will not be paid seperately, the amount put to tender is inclusive of GST Amount. None 1723449857000 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. 1231.99 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The existing commitments and on-going works to be completed during the next 11 months Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- The statements showing the value of existing commitments and on-going works None None None None Executed in the last five years in any one year the following minimum quantities of work 1)Earthwork Excavation 11290.91 cum 2)Embankment/Subgrade/Earthen shoulder 7216.80 cum 3)Granular Sub base 2353.60 cum 4)WMM 4235.40 cum 5)MSS/BM/DBM/SDBC/BC of 12188.48 Cum, 6) CC/PCC/RCC of 1149.25 Cum and 7) Steel of 15.84 tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate 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.4927.98 lakhs) 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. 672.00 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None 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 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 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, Pugmill 1 own, Vehicle mounted bitumen sprayer 1own and 1 Hire, Concrete mixer with Hooper 2 own and 2 Hire, weigh batch concrete mixer 1own, Water tanker 1own and 1 Hire Others Capabilities of Vendor createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA True Technical Bid KPWD/CPWD Registration Certificate 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 1723629872000 version 0 createdDate None modifiedDate None blockNumber Executive Engineer, Public Works Department, Mysore Division, Mysore street None city Mysore state Karnataka pin 570005
tenderRecallDTO	None