createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1710239183619 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 1133500.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 21-03-2024 16:00:00 tenderQueryClose 19-03-2024 11:00:00 technicalBidOpen 22-03-2024 16:30:00 publishedDate 13-03-2024 17:42:12 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 16-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1710239183695 version 4 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT8296 title Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) . (Work code RCH2318243133). description Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) . (Work code RCH2318243133). category WORKS categoryText Works ecv 75565340.69 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 90000000.0 groupOverheadTotal 0.0 fileNumber PWD/AEE/SD/Manvi/KKRDB/Micro/Acamp/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .Construction of C C Road (Rigid Pavement) from Ch.0.240km to 2.760km 41041991.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004040 100206 None V-3 2.5(ii)A P.No.9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle . 100 Sqm 412.7 412.7 70.56 False None None False None False 29120.112 0 3004041 100206 None V-3 2.2 B (i) P.No.9 Removal of stumps and roots including backfilling with suitable material to required compaction . (i) Girth from 300 mm to 600 mm . Each 373.8 373.8 5.0 False None None False None False 1869.0 0 3004042 100206 None V-1 1.14.1 P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m . Cum 107.1 107.1 1809.7 False None None False None False 193818.87 0 3004043 100206 None V-1 3.5 P.No.17 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 Sqm 6.3 6.3 9150.0 False None None False None False 57645.0 0 3004044 100206 None V-3 15.2 P.No.135 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead. . Sqm 161.7 161.7 357.5 False None None False None False 57807.75 0 3004045 100206 None V-3 13.2 P.No.121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 . Cum 14669.6 14669.6 29.58 False None None False None False 433926.768 0 3004046 100206 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 . Cum 110.3 110.3 3812.25 False None None False None False 420491.175 0 3004047 100206 None V-1 1.8 P.No.7 Construction of Embankment by excavating the available approved Gravel/Murom 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 labor, rolling, water, all materials, usage& all other appurtenances required to complete the work. . Cum 497.7 497.7 5240.0 False None None False None False 2607948.0 0 3004048 100206 None V-1 1.70 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) . Cum 125.0 125.0 64.0 False None None False None False 8000.0 0 3004049 100206 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 Cum 517.7 517.7 2486.25 False None None False None False 1287131.625 0 3004050 100206 None V-3 4.1.A.(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 3227.5 False None None False None False 8428293.5 0 3004051 100206 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2687.0 2687.0 3530.48 False None None False None False 9486399.76 0 3004052 100206 None V-3 16.28 P.No.149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. . Cum 7091.7 7091.7 2320.5 False None None False None False 16456289.85 0 3004053 100206 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting . Each 679.4 679.4 40.0 False None None False None False 27176.0 0 3004054 100206 None V-3 8.53 P.No.78 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. . m 945.0 945.0 42.0 False None None False None False 39690.0 0 3004055 100206 None V-3 8.15 P.No.67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 735.0 False None None False None False 409027.5 0 3004056 100206 None V-3 8.43 P.No.74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. . Nos 383.3 383.3 1401.0 False None None False None False 537003.3 0 3004057 100206 None V-3 8.16(i) P.No.67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Nos 3073.4 3073.4 3.0 False None None False None False 9220.2 0 3004058 100206 None V-3 8.16(iii) P.No.67 Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (COMMON SR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii)) Nos 884.1 884.1 15.0 False None None False None False 13261.5 0 3004059 100206 None V-3 8.5(ii) P.No.64 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm 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 cmx 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:67:2022. (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (ii), P.No - 64) Each 4918.2 4918.2 6.0 False None None False None False 29509.2 0 3004060 100206 None V-3 8.7 P.No.65 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 m2 fixed over back support frame of min 35x 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 60cm, 60 cm below ground level as per approved drawing (COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65) Sqm 9460.5 9460.5 1.8 False None None False None False 17028.9 0 3004061 100206 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 220.32 False None None False None False 23596.272 0 3004062 100206 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) Sqm 375.9 375.9 150.0 False None None False None False 56385.0 0 3004063 100206 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) Sqm 678.3 678.3 150.0 False None None False None False 101745.0 0 3004064 100206 None V-3 8.58 a P.No.80 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia (COMMON SR 2023-24, Vol-3 Page No.80 Item No.8.58a) m 895.65 895.65 312.0 False None None False None False 279442.8 0 3004065 100206 None V-1 1.9 P.No.7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 ) . Cum 279.3 279.3 108.0 False None None False None False 30164.4 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Drain work) 3583456.96 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004066 100207 None V-3 16.19 P.No.147 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 2023-24, Vol-3 Sl.No.16.19, P.No - 147) m 6.3 6.3 240.0 False None None False None False 1512.0 0 3004067 100207 None V-3 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 660.0 False None None False None False 70686.0 0 3004068 100207 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 75.0 False None None False None False 471633.75 0 3004069 100207 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 247.5 False None None False None False 1643189.625 0 3004070 100207 None I.N0.04 Appendix I .Additionalities for Formwork, Centering and Scaffolding S.N.2 35. P.N. 115. Cum 2323.7 2323.7 247.5 False None None False None False 575115.75 0 3004071 100207 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.6 82961.6 9.9 False None None False None False 821319.84 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Cross Drains) 1090624.71 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004072 100208 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 165.0 False None None False None False 17671.5 0 3004073 100208 None V-1 2.1.3 P.No.15 roviding 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 16.5 False None None False None False 103759.425 0 3004074 100208 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 67.5 False None None False None False 448142.625 0 3004075 100208 None I.No.03 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.2 35% P.N. 115 Cum 2323.7 2323.7 67.5 False None None False None False 156849.75 0 3004076 100208 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.6 82961.6 4.39 False None None False None False 364201.424 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Crash Barrier) 2648111.95 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004077 100209 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 254.02 False None None False None False 27205.542 0 3004078 100209 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 36.29 False None None False None False 228207.8505 0 3004079 100209 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.15 7185.15 156.62 False None None False None False 1125338.193 0 3004080 100209 None V-1 S.No.9 Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.9-Earth Retaining Structure 20% (Pg No:115). Cum 1437.03 1437.03 156.62 False None None False None False 225067.6386 0 3004081 100209 None V-1 S.No.2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 12.34 False None None False None False 1023745.527 0 3004082 100209 None V-3 12.1 P.No.117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1) Each 144.9 144.9 128.0 False None None False None False 18547.2 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(One Vent Cross Drainages.7Nos 1500155.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004083 100210 None V-3 2.119II) A. P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 12.6 False None None False None False 2381.4 0 3004084 100210 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 84.42 False None None False None False 9041.382 0 3004085 100210 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 13.02 False None None False None False 81875.619 0 3004086 100210 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 79.4 False None None False None False 527148.51 0 3004087 100210 None V-1 S.No.7 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.7 Culverts ( head walls ) 8% P.N. 115. Cum 505.08 505.08 79.4 False None None False None False 40103.352 0 3004088 100210 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 3.07 False None None False None False 254691.9585 0 3004089 100210 None V-3 16.15B P.No.146 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) m 8355.9 8355.9 70.0 False None None False None False 584913.0 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Widening 1 Vent CD) 532008.62 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004090 100211 None V-3 2.11(ii) A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 6.4 False None None False None False 1209.6 0 3004091 100211 None V-11.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 25.6 False None None False None False 2741.76 0 3004092 100211 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 3.14 False None None False None False 19745.733 0 3004093 100211 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 30.22 False None None False None False 200635.113 0 3004094 100211 None V-1 S.No.7 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.7 Culverts ( head walls ) 8% P.N. 115. Cum 505.84 505.84 30.22 False None None False None False 15286.4848 0 3004095 100211 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 1.51 False None None False None False 125271.9405 0 3004096 100211 None V-3 16.15B P.No.146 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) m 8355.9 8355.9 20.0 False None None False None False 167118.0 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Field Culvert 3Nos)) 116695.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004097 100212 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 2.25 False None None False None False 240.975 0 3004098 100212 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 2.25 False None None False None False 14149.0125 0 3004099 100212 None V-3 10.3 P.No.75 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia . m 3501.75 3501.75 22.5 False None None False None False 78789.375 0 3004100 100212 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 47.25 False None None False None False 23516.325 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(BT Work) 12812547.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004101 100213 None V-3 2.5(iii) A P.No.9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 27.72 False None None False None False 11438.658 0 3004102 100213 None V-1 3.5 P.No.17 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 (COMMON SR 2023-24, Vol-1, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 2598.75 False None None False None False 16372.125 0 3004103 100213 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 304.2 False None None False None False 32579.82 0 3004104 100213 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.25 110.25 1485.0 False None None False None False 163721.25 0 3004105 100213 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 1690.74 False None None False None False 841481.298 0 3004106 100213 None V-1 1.7 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) Cum 124.95 124.95 91.26 False None None False None False 11402.937 0 3004107 100213 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) Cum 517.65 517.65 1039.5 False None None False None False 538097.175 0 3004108 100213 None V-3 4.1.A.(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 1163.25 False None None False None False 3037711.05 0 3004109 100213 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2687.0 2687.0 1268.4 False None None False None False 3408190.8 0 3004110 100213 None V-3 5.1.A.(i) P.No.31 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on Prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Cum 43.1 43.1 5655.0 False None None False None False 243730.5 0 3004111 100213 None V-3 5.3 P.No.31 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 5445.0 False None None False None False 68607.0 0 3004112 100213 None V-3 5.8.ii.(C) P.No.30 Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (COMMON SR 2023-24, Vol-3 Sl.No.5.8 .ii (C),P.No .30). Cum 8044.1 8044.1 282.75 False None None False None False 2274469.275 0 3004113 100213 None V-3 5.31 P.No.43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 136.12 False None None False None False 1450984.752 0 3004114 100213 None V-3 8.15 P.No.67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 297.0 False None None False None False 165280.5 0 3004115 100213 None V-3 8.43 P.No.74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) No 383.3 383.3 566.0 False None None False None False 216947.8 0 3004116 100213 None V-3 8.6(A) P.No.64 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2021-22, Vol-3 Sl.No. 8.6 (A), P.No - 64 ) Each 6546.75 6546.75 8.0 False None None False None False 52374.0 0 3004117 100213 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) . Each 679.35 679.35 25.0 False None None False None False 16983.75 0 3004118 100213 None V-3 8.16(ii) A P.No.67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 3073.35 3073.35 3.0 False None None False None False 9220.05 0 3004119 100213 None V-3 8.16 (iii) P.No.67 Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (COMMON SR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii)) Nos 884.1 884.1 15.0 False None None False None False 13261.5 0 3004120 100213 None V-3 8.53 P.No.75 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. (PWD SR 2023-24, Vol-3 Page No.78 Item No.8.53) m 945.0 945.0 16.5 False None None False None False 15592.5 0 3004121 100213 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 97.2 False None None False None False 10410.12 0 3004122 100213 None V-5 10.4 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) m 375.9 375.9 75.0 False None None False None False 28192.5 0 3004123 100213 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) m 678.3 678.3 75.0 False None None False None False 50872.5 0 3004124 100213 None V-3 8.58a P.No. Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia (COMMON SR 2023-24, Vol-3 Page No.80 Item No.8.58a) m 895.65 895.65 120.0 False None None False None False 107478.0 0 3004125 100213 None V-1 1.9 P.No.7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 ) . Sqm 279.3 279.3 97.2 False None None False None False 27147.96 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .(Box Culvert 2V) 2752374.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004126 100214 None V-3 2.8 (ii) A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) Cum 754.95 754.95 7.2 False None None False None False 5435.64 0 3004127 100214 None V-1 1.14.1.3 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 173.33 False None None False None False 18563.643 0 3004128 100214 None V-2 17.1 P.No.175 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1) Cum 1052.1 1052.1 11.87 False None None False None False 12488.427 0 3004129 100214 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 8.9 False None None False None False 4429.53 0 3004130 100214 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.5 6288.5 11.37 False None None False None False 71500.245 0 3004131 100214 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.2 6639.2 12.36 False None None False None False 82060.512 0 3004132 100214 None V-1 S.No.6 P.No.112 Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) For Depth of Key Slab Cum 1327.84 1327.84 12.33 False None None False None False 16372.2672 0 3004133 100214 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.2 7185.2 50.1 False None None False None False 359978.52 0 3004134 100214 None V-1 S.No.6 P.No.112 Addendum I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) . Cum 1437.04 1437.04 50.1 False None None False None False 71995.704 0 3004135 100214 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.2 7185.2 54.9 False None None False None False 394467.48 0 3004136 100214 None V-1 S.No.11 P.No.112 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall Cum 718.52 718.52 54.63 False None None False None False 39252.7476 0 3004137 100214 None V-3 13.13 A P.No.123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer,all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) (COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A) Cum 4376.4 4376.4 38.4 False None None False None False 168053.76 0 3004138 100214 None V-1 2.11 P.No.18 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90754.7 90754.7 4.2 False None None False None False 381169.74 0 3004139 100214 None V-1 2.11 P.No.18 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90990.9 90990.9 4.0 False None None False None False 363963.6 0 3004140 100214 None V-3 12.4 P.No.117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawingand Technical Specification. 10.1.4.of IRC:78 and 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4) Cum 2810.9 2810.9 32.94 False None None False None False 92591.046 0 3004141 100214 None V-3 12.3 A P.No.117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) Cum 1226.4 1226.4 91.04 False None None False None False 111651.456 0 3004142 100214 None V-3 4.1 A(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 8.62 False None None False None False 22510.268 0 3004143 100214 None V-3 13.8 P.No.121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 (COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8) Cum 7151.6 7151.6 6.9 False None None False None False 49346.04 0 3004144 100214 None V-3 13.9 P.No.122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 (COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9)) Cum 12427.0 12427.0 13.8 False None None False None False 171492.6 0 3004145 100214 None V-3 13.2 P.No.121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 (COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2)) Cum 14670.0 14670.0 4.13 False None None False None False 60587.1 0 3004146 100214 None V-3 12.1 P.No.12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1) m 144.9 144.9 70.0 False None None False None False 10143.0 0 3004147 100214 None V-3 13.16 P.No.124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 (COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124) m 1885.0 1885.0 15.0 False None None False None False 28275.0 0 3004148 100214 None V-3 13.7 P.No.121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 (COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7) Nos 3435.0 3435.0 8.0 False None None False None False 27480.0 0 3004149 100214 None V-3 13.14 P.No.123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) Sqm 88.2 88.2 94.08 False None None False None False 8297.856 0 3004150 100214 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) . Each 679.35 679.35 16.0 False None None False None False 10869.6 0 3004151 100214 None V-3 16.15C P.No.146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) m 3502.0 3502.0 10.0 False None None False None False 35020.0 0 3004152 100214 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 270.0 False None None False None False 134379.0 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .Estimate for shifting of HT/LT Line and Ex, 1) 100 kva canal dtc 2) 100 kva valmiki circle dtc 3) 25 kva masjid dtc 4) 25 kva Ip set dtc at Ballatigi village in o & m section mallat sub division sirwar (under system improvement works) 3255703.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004153 100215 None V-6 Loading & unloading of 9 mtr RCC/PSC poles Nos 142.0 142.0 94.0 False None None False None False 13348.0 0 3004154 100215 None V-6 Rabbit Nos 4.01 4.01 14500.0 False None None False None False 58145.0 0 3004155 100215 None V-6 200006-PSC Pole-9.0M Long,200 kg WL Nos 4954.82 4954.82 60.0 False None None False None False 297289.2 0 3004156 100215 None V-6 S.No.3 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth . Nos 1113.0 1113.0 60.0 False None None False None False 66780.0 0 3004157 100215 None V-6 S.No.4 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Ordinary Soil Nos 629.0 629.0 60.0 False None None False None False 37740.0 0 3004158 100215 None V-6 S.No.5 200105-RCC Pole-9.0M Long,145 kg WL Nos 8349.68 8349.68 34.0 False None None False None False 283889.12 0 3004159 100215 None V-6 S.No.5 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Labour cost Nos 1113.0 1113.0 34.0 False None None False None False 37842.0 0 3004160 100215 None V-6 S.No.5 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Ordinary Soil Nos 629.0 629.0 34.0 False None None False None False 21386.0 0 3004161 100215 None V-6 S.No.6 27901205-11 kV Horizontal cross arm wit Nos 762.28 762.28 38.0 False None None False None False 28966.64 0 3004162 100215 None V-6 S.No.7 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. Nos. 257.0 257.0 38.0 False None None False None False 9766.0 0 3004163 100215 None V-6 S.No.8 27901206-11 kV Horizontal cross arm wit Nos. 758.74 758.74 68.0 False None None False None False 51594.32 0 3004164 100215 None V-6 S.No.8 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing Nos 257.0 257.0 68.0 False None None False None False 17476.0 0 3004165 100215 None V-6 S.No.9 2791002-DP Structure with 9 Mtrs RCC P Set 24695.04 24695.04 12.0 False None None False None False 296340.48 0 3004166 100215 None V-6 S.No.9 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. Ordinary Soil Set 629.0 629.0 12.0 False None None False None False 7548.0 0 3004167 100215 None V-6 S.No.10 using RCC poles 9 mtr to 10 mtr long Set 4134.0 4134.0 12.0 False None None False None False 49608.0 0 3004168 100215 None V-6 S.No.10 2811101-Guy with Complete set Set 1380.6 1380.6 26.0 False None None False None False 35895.6 0 3004169 100215 None V-6 S.No.11 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanized steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT). Set 266.0 266.0 26.0 False None None False None False 6916.0 0 3004170 100215 None V-6 S.No.12 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Ordinary Soil Set 327.0 327.0 26.0 False None None False None False 8502.0 0 3004171 100215 None V-6 S.No.13 283008-11kV, 5KN Composite/Polymeric . Nos 241.9 241.9 282.0 False None None False None False 68215.8 0 3004172 100215 None V-6 S.No.14 283320-Silcon rubber composite insula Nos 219.48 219.48 146.0 False None None False None False 32044.08 0 3004173 100215 None V-6 S.No.15 284108-Rabbit ACSR Conductor Mtr 69.06 69.06 14500.0 False None None False None False 1001370.0 0 3004174 100215 None V-6 S.No.15 For Rabbit ACSR Mtr 4.36 4.36 14500.0 False None None False None False 63220.0 0 3004175 100215 None V-3 I.No.16 Errection of 100KVA Transformer Complete Set Set 13299.0 13299.0 2.0 False None None False None False 26598.0 0 3004176 100215 None V-3 I.No.17 Errection of 25kva transformer complete set Set 12855.0 12855.0 2.0 False None None False None False 25710.0 0 3004177 100215 None V-6 Releasing of 100KVA Transformer Complete Set Set 9641.0 9641.0 2.0 False None None False None False 19282.0 0 3004178 100215 None V-6 Releasing of 25kva transformer Complete set Set 9641.0 9641.0 2.0 False None None False None False 19282.0 0 3004179 100215 None vol.6 I.No. 20 Loading & unloading of 8 mtr RCC/PSC poles Nos 110.0 110.0 35.0 False None None False None False 3850.0 0 3004180 100215 None V-6 Loading & unloading of 8 mtr RCC/PSC poles Weasel Nos 2.86 2.86 7200.0 False None None False None False 20592.0 0 3004181 100215 None V-6 .22 200004-PSC Pole-8.0M Long,200 kg W Nos 4364.82 4364.82 20.0 False None None False None False 87296.4 0 3004182 100215 None V-6 22 200004-PSC Pole-8.0M Long,200 kg W Ordinary Soil Nos 503.0 503.0 20.0 False None None False None False 10060.0 0 3004183 100215 None V-6 24 Same as above but erection of RCC/PCC/PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth. Nos. 922.0 922.0 15.0 False None None False None False 13830.0 0 3004184 100215 None V-6 26 27901203-4 pin cross arm with pole clam Nos 499.14 499.14 20.0 False None None False None False 9982.8 0 3004185 100215 None V-6 26 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos. 160.0 160.0 20.0 False None None False None False 3200.0 0 3004186 100215 None V-6 27 27901204-4 pin cross arm with pole clam Nos 495.6 495.6 27.0 False None None False None False 13381.2 0 3004187 100215 None V-6 27 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 160.0 160.0 27.0 False None None False None False 4320.0 0 3004188 100215 None V-6 28 2811101-Guy with Complete set Set 1380.6 1380.6 20.0 False None None False None False 27612.0 0 3004189 100215 None V-6 29 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 20.0 False None None False None False 5320.0 0 3004190 100215 None V-3 28 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Ordinary Soil Set 327.0 327.0 20.0 False None None False None False 6540.0 0 3004191 100215 None V-6 30 283003-1.1kV Pin Insulator (Shell on Nos 36.58 36.58 140.0 False None None False None False 5121.2 0 3004192 100215 None V-6 31 283053-1.1kV Pin Insulator (G.I Pin Nos 41.3 41.3 140.0 False None None False None False 5782.0 0 3004193 100215 None V-6 32 283158-NO.8 Strain Insulator Nos 31.86 31.86 78.0 False None None False None False 2485.08 0 3004194 100215 None V-6 33 284105-Weasel ACSR Conductor Mtr 41.7 41.7 7200.0 False None None False None False 300240.0 0 3004195 100215 None V-6 33 Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Mtr 3.18 3.18 7200.0 False None None False None False 22896.0 0 3004196 100215 None V-6 2791101-SCrap 25/63kva TC set Kg 40.0 40.0 68.0 False None None False None False 2720.0 0 3004197 100215 None V-6 35 791101-ACSR conductor Scrap Kg 64.0 64.0 428.0 False None None False None False 27392.0 0 3004198 100215 None V-6 24 200103-RCC Pole-8.0M Long,115 kg WL Nos. 6052.22 6052.22 15.0 False None None False None False 90783.3 0 3004199 100215 None V-6 24 200103-RCC Pole-8.0M Long,115 kg WL Ordinary Soil Nos 503.0 503.0 15.0 False None None False None False 7545.0 0 1710239184000 1 None None Roads Providing LED Street lights to Road From Anjaneya Camp to Indian Oil Filling Station of Ballatagi Village in Manvi Assembly Constituency(3.5Km) in Manvi Taluka of Raichur District , Under KKRDB-Macro Fund for the year 2023-24. 3952010.57 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004200 100216 None Elec.Vol-6.Chapter-1.It No.1.1.4.P Open Conduit System Supplying heavy gauge PVC conduit pipe 40mm dia 2.5mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. . Mtr 156.45 156.45 58.0 False None None False None False 9074.1 0 3004201 100216 None Elec.Vol-6.Chapter-2.It No.2.5.2.P. No. 6 of 105 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to table 3 class 5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 3C X 1.5Sq.mm Mtr 75.6 75.6 900.0 False None None False None False 68040.0 0 3004202 100216 None Elec.Vol-6.Chapter-3.It No.3.8.P.No. 9 of 105 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. Sq CM 0.43 0.43 23000.0 False None None False None False 9890.0 0 3004203 100216 None Elec.Vol-6.Chapter-5.It No.5.29.P.No.19 of 105 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter. Each 1496.25 1496.25 4.0 False None None False None False 5985.0 0 3004204 100216 None Elec.Vol-6.Chapter-5.It No.5.35.P.No.19 of 105 Supplying, fixing and wiring electronic 10 to 40 Amps three phase 4 wire class-1 Accuracy Energy Meter. Each 5990.25 5990.25 4.0 False None None False None False 23961.0 0 3004205 100216 None Elec.Vol-6.Chapter-5.It No.5.38.P. No.19 of 105 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. Each 540.75 540.75 12.0 False None None False None False 6489.0 0 3004206 100216 None Elec.Vol-6.Chapter-5.It No.5.41.1.PNo.20 of 10 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Each 320.25 320.25 32.0 False None None False None False 10248.0 0 3004207 100216 None Elec.Vol-6.Chapter-5.It No.5.42.1.P. No.20 of 10 Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.53 0.53 120000.0 False None None False None False 63600.0 0 3004208 100216 None Elec.Vol-6.Chapter-5.It No.5.47.P. No.21 of 105 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2430.75 2430.75 4.0 False None None False None False 9723.0 0 3004209 100216 None Elec.Vol-6.Chapter-5.It No.5.14.4.P. No.16 of 10 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 50Amps Each 8279.25 8279.25 4.0 False None None False None False 33117.0 0 3004210 100216 None Elec.Vol-6.Chapter-5.It No.5.20.6.P.No.18 of 10 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. 63Amps 4 pole Each 5822.25 5822.25 4.0 False None None False None False 23289.0 0 3004211 100216 None Elec.Vol-6.Chapter-5.It No.5.18.9.P. No.18 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63Amps TPN Each 3242.4 3242.4 4.0 False None None False None False 12969.6 0 3004212 100216 None Elec.Vol-6.Chapter-5.It No.5.18.1.P.No.17 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SP Each 435.75 435.75 4.0 False None None False None False 1743.0 0 3004213 100216 None Elec.Vol-6.Chapter-5.It No.5.18.4.P. No.17 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP Each 775.95 775.95 58.0 False None None False None False 45005.1 0 3004214 100216 None Elec.Vol-6.Chapter-12.It No.12.56.P. No.54 of 10 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Each 3685.5 3685.5 20.0 False None None False None False 73710.0 0 3004215 100216 None DSR 2014-15, Page No-63 , It No- 7.20.2 Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/ Bends / End-caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables. 50mm OD / 38mm ID Mtr 158.55 158.55 1700.0 False None None False None False 269535.0 0 3004216 100216 None Escs 2023-24.Part-II. Sl.No.470.I.No.60.01.C Aluminums End Terminal (Lug) 16sqmm Each 2.1 2.1 480.0 False None None False None False 1008.0 0 3004217 100216 None Escs 2023-24.Part-III.Sl.No.471.I.No.60.03 Aluminium End Terminal (Lug) 25sqmm Each 3.15 3.15 10.0 False None None False None False 31.5 0 3004218 100216 None Escms 2023-24.Part-III.Sl.No.507.I.No.63.01 Brass Cable Gland 25mm Each 82.95 82.95 8.0 False None None False None False 663.6 0 3004219 100216 None Escs 2023-24.Part-III.Sl.No.201.4It.No.32.05.C 1.1 kV XLPE or Heat resistant PVC insulated, PVC extruded Inner Seath Armored LTUG Cable as per IS1554 (Part1) or IS-7098 Part.1, Armouring strip thickness and resistivity as per IS.3975 16 Sq mm, 4 Core, (11 GI Strips 4.0.x 8 mm) . Km 148934.1 148934.1 1.7 False None None False None False 253187.97 0 3004220 100216 None Vol.6 Part-III.Sl.No.203.I.No.32.07 1.1 kV XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS.1554 (Part1) or IS-7098 Part.1, Armouring strip thickness and resistivity as per IS.3975 25 Sq mm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm). Km 146526.45 146526.45 0.15 False None None False None False 21978.9675 0 3004221 100216 None Bescom 2022-23.Part-IV.Sl.No.202.I.No.29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil ., 1X1700X.5X.75=637.50 Cum 408.45 408.45 637.5 False None None False None False 260386.875 0 3004222 100216 None Bescom 2022-23.Part-IV.Sl.No.206.I.No.29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness includingdepositing of the surplus earth with a lead of 200 Mtr., 1X1700X.5X.75=637.50 Cum 60.9 60.9 637.5 False None None False None False 38823.75 0 3004223 100216 None Escoms 2023-24.Part-III.I.No.21.05.P. No.52.8 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm Km 21930.3 21930.3 1.85 False None None False None False 40571.055 0 3004224 100216 None Bescom 2022-23.Part-IV.Sl.No.209.I.No.29.11 utting of Road surface for cable trenches and disposing of the excavated earth, as directed including Barricading, Danger Lighting then Refilling the Cable Trenches Tar Road., 2x4x1x.50=4.0 CFT Cubic Feet 562.8 562.8 4.0 False None None False None False 2251.2 0 3004225 100216 None Elec.Vol-6.Chapter-4.It No. 4.2.8 abricating, supplying and erection of …Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom ….mm, top….mm with 3mm thick, suitable base plate and 4Nos of . long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. - 10 meters - Top 70mm and bottom 175mm dia Each 22575.0 22575.0 58.0 False None None False None False 1309350.0 0 3004226 100216 None Vol-I.It.No.1.14.1.Pg.No.08.118 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. , 58X0.85x0.85X1.60=67.05 Cum Cum 107.1 107.1 67.05 False None None False None False 7181.055 0 3004227 100216 None Vol-I.It.No.2.1.5.Pg.No.15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates ., 58X0.85x0.85X0.15=6.29 Cum Cum 6463.8 6463.8 6.29 False None None False None False 40657.302 0 3004228 100216 None Vol-I.It.No.2.2.1.Pg.No.15.118 Providing and laying in position 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 elevant IS codes, labour, Usage charges of machinery, curing and all the other ppurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm and down size graded crushed coarse aggt ., 58X0.65x0.65X0.90=22.05 Cum Cum 6601.35 6601.35 22.06 False None None False None False 145625.781 0 3004229 100216 None Vol-I.It.No.2.11.b.Pg.No.18.214 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.For Foundations of Bridges , 20.47/Pole x 58 = 1187.26 say 1.19 MT MT 90516.3 90516.3 1.19 False None None False None False 107714.397 0 3004230 100216 None Elec.Vol-6.Chapter-11.It No.11.8.6.Page No.46 of 1 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr Lumen Maintenance of 70 percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 / 60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency 130lm/w, nominal CRI .75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any Government certified agency Design and Development facility certified by ISO 9001.2008. Housing with supplier word mark /name shall be Engraved. Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree/ Nichia/Lumi Leds /Osram make LED Source LED Streetlight 150watts. Each 15440.25 15440.25 58.0 False None None False None False 895534.5 0 3004231 100216 None Elec.Vol-6.Chapter-13.It No.13.5.Page No.56 of 105 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 170.1 170.1 58.0 False None None False None False 9865.8 0 3004232 100216 None Elec.Vol-6.Chapter-4.It No. 4.6.3.Page No. 13of 10 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. - Single Arm Bracket with 2000mm Standard 40/50MM dia Each 2600.0 2600.0 58.0 False None None False None False 150800.0 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .Valmikhi circle Improvements at Ballatagi 188126.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004233 100217 None V-3 2.11(ii)A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means(COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 4.0 False None None False None False 756.0 0 3004234 100217 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 11.12 False None None False None False 1190.952 0 3004235 100217 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1.3.6 (M10) Using 40 mm nominal size graded crushed coarse aggregates . Cum 6288.45 6288.45 0.86 False None None False None False 5408.067 0 3004236 100217 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.2 6639.2 10.54 False None None False None False 69977.168 0 3004237 100217 None V-1 5.10 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.5 10percent P.N. 115 Cum 624.02 624.02 10.54 False None None False None False 6577.1708 0 3004238 100217 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 0.53 False None None False None False 43969.6215 0 3004239 100217 None Vol-3, P.NO -117, SI.No -12.3.A) Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material 710.1.4 .of IRC 78 2200. . Cum 1226.4 1226.4 30.0 False None None False None False 36792.0 0 3004240 100217 None SR 2021-22 I.No .12.10 (G) , P.No .49 Procurement of quality lawn grass. (a) Bermuda Grass , TURF Sqm 105.0 105.0 30.0 False None None False None False 3150.0 0 3004241 100217 None V-8 I.No 12.10 (H) PNo .49. Labour charges mixing Inputs as per prescribed proportion and quantity and spreading, applying fertilizers,digging, levelling , and dibbling with lawn grass at a spacing of 5cm x5cm & as per the direction of the Officer in charge of the work. , TURF Sqm 59.0 59.0 30.0 False None None False None False 1770.0 0 3004242 100217 None Item No : 12.10 (I) a , Page No : 50 Vol 8 ) Lawn development cost TURF Sqm 509.25 509.25 30.0 False None None False None False 15277.5 0 3004243 100217 None V-3 13.14 P.No.123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) Sqm 74.55 74.55 43.7 False None None False None False 3257.835 0 1710239184000 1 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) .Improvement of Valmiki Circle and Subhash chandra Bose Circle in Ballatagi 2091533.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004244 100218 None V-1 1.14.1 P.No. 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 105.0 False None None False None False 11245.5 0 3004245 100218 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 Sqm 110.25 110.25 120.0 False None None False None False 13230.0 0 3004246 100218 None V-1 1.7 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (COMMON SR 2023-24, Vol-1, SI.No. 1.7, P.No - 7) Cum 125.0 125.0 84.0 False None None False None False 10500.0 0 3004247 100218 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 . Cum 517.65 517.65 262.5 False None None False None False 135883.125 0 3004248 100218 None Vol-3 Sl.No.4.1.A.(v) ,P.No - 23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material . Cum 2611.35 2611.35 96.24 False None None False None False 251316.324 0 3004249 100218 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying . Cum 2686.95 2686.95 137.25 False None None False None False 368783.8875 0 3004250 100218 None V-3 16.28 P.No.149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) Cum 7091.7 7091.7 181.0 False None None False None False 1283597.7 0 3004251 100218 None V-3 8.17 P.No.67 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. Nos 2122.1 2122.1 8.0 False None None False None False 16976.8 0 1710239791000 0 None None Roads Construction of road from Anjaneya camp to Indian oil filling station of Ballatagi village (Manvi Constituency) in Manvi Taluka of Raichur District for the year 2023-24. Under.KKRDB Micro Fund (Non-Social) . (Work code RCH2318243133). 75565340.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3004792 100227 None Elec.Vol-6.Chapter-1.It No.1.1.4.P Open Conduit System Supplying heavy gauge PVC conduit pipe 40mm dia 2.5mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. . Mtr 156.45 156.45 58.0 False None None False None False 9074.1 0 3004836 100227 None V-1 1.14.1 P.No. 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 105.0 False None None False None False 11245.5 0 3004664 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 165.0 False None None False None False 17671.5 0 3004669 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 254.02 False None None False None False 27205.542 0 3004689 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 2.25 False None None False None False 240.975 0 3004658 100227 None V-3 16.19 P.No.147 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 2023-24, Vol-3 Sl.No.16.19, P.No - 147) m 6.3 6.3 240.0 False None None False None False 1512.0 0 3004682 100227 None V-3 2.11(ii) A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 6.4 False None None False None False 1209.6 0 3004825 100227 None V-3 2.11(ii)A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means(COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 4.0 False None None False None False 756.0 0 3004675 100227 None V-3 2.119II) A. P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10) Cum 189.0 189.0 12.6 False None None False None False 2381.4 0 3004632 100227 None V-3 2.5(ii)A P.No.9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle . 100 Sqm 412.7 412.7 70.56 False None None False None False 29120.112 0 3004693 100227 None V-3 2.5(iii) A P.No.9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) 100 Sqm 412.65 412.65 27.72 False None None False None False 11438.658 0 3004718 100227 None V-3 2.8 (ii) A P.No.10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) Cum 754.95 754.95 7.2 False None None False None False 5435.64 0 3004745 100227 None V-6 Loading & unloading of 9 mtr RCC/PSC poles Nos 142.0 142.0 94.0 False None None False None False 13348.0 0 3004793 100227 None Elec.Vol-6.Chapter-2.It No.2.5.2.P. No. 6 of 105 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to table 3 class 5 of IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 3C X 1.5Sq.mm Mtr 75.6 75.6 900.0 False None None False None False 68040.0 0 3004676 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 84.42 False None None False None False 9041.382 0 3004826 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 11.12 False None None False None False 1190.952 0 3004719 100227 None V-1 1.14.1.3 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 173.33 False None None False None False 18563.643 0 3004665 100227 None V-1 2.1.3 P.No.15 roviding 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 16.5 False None None False None False 103759.425 0 3004670 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 36.29 False None None False None False 228207.8505 0 3004690 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 2.25 False None None False None False 14149.0125 0 3004694 100227 None V-1 3.5 P.No.17 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 (COMMON SR 2023-24, Vol-1, P.NO -17, SL. No -3.5) Sqm 6.3 6.3 2598.75 False None None False None False 16372.125 0 3004683 100227 None V-11.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 25.6 False None None False None False 2741.76 0 3004659 100227 None V-3 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 660.0 False None None False None False 70686.0 0 3004633 100227 None V-3 2.2 B (i) P.No.9 Removal of stumps and roots including backfilling with suitable material to required compaction . (i) Girth from 300 mm to 600 mm . Each 373.8 373.8 5.0 False None None False None False 1869.0 0 3004837 100227 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 Sqm 110.25 110.25 120.0 False None None False None False 13230.0 0 3004746 100227 None V-6 Rabbit Nos 4.01 4.01 14500.0 False None None False None False 58145.0 0 3004794 100227 None Elec.Vol-6.Chapter-3.It No.3.8.P.No. 9 of 105 Supplying 4mm thick plastic sheet with necessary nitches for fixing switches, regulators etc., and fixing on existing wooden or metal box using N.F. screws. Sq CM 0.43 0.43 23000.0 False None None False None False 9890.0 0 3004634 100227 None V-1 1.14.1 P.No.8 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m . Cum 107.1 107.1 1809.7 False None None False None False 193818.87 0 3004695 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 304.2 False None None False None False 32579.82 0 3004838 100227 None V-1 1.7 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (COMMON SR 2023-24, Vol-1, SI.No. 1.7, P.No - 7) Cum 125.0 125.0 84.0 False None None False None False 10500.0 0 3004660 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 75.0 False None None False None False 471633.75 0 3004677 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 13.02 False None None False None False 81875.619 0 3004684 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.45 6288.45 3.14 False None None False None False 19745.733 0 3004827 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1.3.6 (M10) Using 40 mm nominal size graded crushed coarse aggregates . Cum 6288.45 6288.45 0.86 False None None False None False 5408.067 0 3004666 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 67.5 False None None False None False 448142.625 0 3004671 100227 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.15 7185.15 156.62 False None None False None False 1125338.193 0 3004720 100227 None V-2 17.1 P.No.175 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1) Cum 1052.1 1052.1 11.87 False None None False None False 12488.427 0 3004691 100227 None V-3 10.3 P.No.75 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia . m 3501.75 3501.75 22.5 False None None False None False 78789.375 0 3004747 100227 None V-6 200006-PSC Pole-9.0M Long,200 kg WL Nos 4954.82 4954.82 60.0 False None None False None False 297289.2 0 3004795 100227 None Elec.Vol-6.Chapter-5.It No.5.29.P.No.19 of 105 Supplying, fixing and wiring 3 Phase Digital Ammeter /Voltmeter. Each 1496.25 1496.25 4.0 False None None False None False 5985.0 0 3004667 100227 None I.No.03 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.2 35% P.N. 115 Cum 2323.7 2323.7 67.5 False None None False None False 156849.75 0 3004692 100227 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 47.25 False None None False None False 23516.325 0 3004721 100227 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 8.9 False None None False None False 4429.53 0 3004661 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 247.5 False None None False None False 1643189.625 0 3004678 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 79.4 False None None False None False 527148.51 0 3004685 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.15 6639.15 30.22 False None None False None False 200635.113 0 3004828 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.2 6639.2 10.54 False None None False None False 69977.168 0 3004635 100227 None V-1 3.5 P.No.17 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 Sqm 6.3 6.3 9150.0 False None None False None False 57645.0 0 3004672 100227 None V-1 S.No.9 Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.9-Earth Retaining Structure 20% (Pg No:115). Cum 1437.03 1437.03 156.62 False None None False None False 225067.6386 0 3004839 100227 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 . Cum 517.65 517.65 262.5 False None None False None False 135883.125 0 3004696 100227 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) Cum 110.25 110.25 1485.0 False None None False None False 163721.25 0 3004748 100227 None V-6 S.No.3 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth . Nos 1113.0 1113.0 60.0 False None None False None False 66780.0 0 3004796 100227 None Elec.Vol-6.Chapter-5.It No.5.35.P.No.19 of 105 Supplying, fixing and wiring electronic 10 to 40 Amps three phase 4 wire class-1 Accuracy Energy Meter. Each 5990.25 5990.25 4.0 False None None False None False 23961.0 0 3004662 100227 None I.N0.04 Appendix I .Additionalities for Formwork, Centering and Scaffolding S.N.2 35. P.N. 115. Cum 2323.7 2323.7 247.5 False None None False None False 575115.75 0 3004697 100227 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 1690.74 False None None False None False 841481.298 0 3004722 100227 None V-1 2.1.3 P.No.15 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Cum 6288.5 6288.5 11.37 False None None False None False 71500.245 0 3004668 100227 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.6 82961.6 4.39 False None None False None False 364201.424 0 3004829 100227 None V-1 5.10 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.5 10percent P.N. 115 Cum 624.02 624.02 10.54 False None None False None False 6577.1708 0 3004673 100227 None V-1 S.No.2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 12.34 False None None False None False 1023745.527 0 3004679 100227 None V-1 S.No.7 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.7 Culverts ( head walls ) 8% P.N. 115. Cum 505.08 505.08 79.4 False None None False None False 40103.352 0 3004686 100227 None V-1 S.No.7 P.No.115 Appendix I Additionalities for Formwork, Centering & Scaffolding S.N.7 Culverts ( head walls ) 8% P.N. 115. Cum 505.84 505.84 30.22 False None None False None False 15286.4848 0 3004636 100227 None V-3 15.2 P.No.135 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead. . Sqm 161.7 161.7 357.5 False None None False None False 57807.75 0 3004749 100227 None V-6 S.No.4 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Ordinary Soil Nos 629.0 629.0 60.0 False None None False None False 37740.0 0 3004840 100227 None Vol-3 Sl.No.4.1.A.(v) ,P.No - 23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material . Cum 2611.35 2611.35 96.24 False None None False None False 251316.324 0 3004797 100227 None Elec.Vol-6.Chapter-5.It No.5.38.P. No.19 of 105 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. Each 540.75 540.75 12.0 False None None False None False 6489.0 0 3004698 100227 None V-1 1.7 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (COMMON SR 2021-22, Vol-1, SI.No. 1.7, P.No - 7) Cum 124.95 124.95 91.26 False None None False None False 11402.937 0 3004663 100227 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.6 82961.6 9.9 False None None False None False 821319.84 0 3004680 100227 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 3.07 False None None False None False 254691.9585 0 3004687 100227 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 1.51 False None None False None False 125271.9405 0 3004830 100227 None V-1 2.11 P.No.18 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. h. All other type of structures (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) . t 82961.55 82961.55 0.53 False None None False None False 43969.6215 0 3004723 100227 None V-1 2.4.2 P.No.16 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2) Cum 6639.2 6639.2 12.36 False None None False None False 82060.512 0 3004674 100227 None V-3 12.1 P.No.117 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1) Each 144.9 144.9 128.0 False None None False None False 18547.2 0 3004637 100227 None V-3 13.2 P.No.121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 . Cum 14669.6 14669.6 29.58 False None None False None False 433926.768 0 3004841 100227 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying . Cum 2686.95 2686.95 137.25 False None None False None False 368783.8875 0 3004750 100227 None V-6 S.No.5 200105-RCC Pole-9.0M Long,145 kg WL Nos 8349.68 8349.68 34.0 False None None False None False 283889.12 0 3004798 100227 None Elec.Vol-6.Chapter-5.It No.5.41.1.PNo.20 of 10 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm Each 320.25 320.25 32.0 False None None False None False 10248.0 0 3004724 100227 None V-1 S.No.6 P.No.112 Appendix I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) For Depth of Key Slab Cum 1327.84 1327.84 12.33 False None None False None False 16372.2672 0 3004681 100227 None V-3 16.15B P.No.146 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) m 8355.9 8355.9 70.0 False None None False None False 584913.0 0 3004688 100227 None V-3 16.15B P.No.146 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) m 8355.9 8355.9 20.0 False None None False None False 167118.0 0 3004842 100227 None V-3 16.28 P.No.149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. (COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149) Cum 7091.7 7091.7 181.0 False None None False None False 1283597.7 0 3004699 100227 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) Cum 517.65 517.65 1039.5 False None None False None False 538097.175 0 3004638 100227 None V-3 3.7 P.No.17 Compacting original ground supporting embankment : 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 . Cum 110.3 110.3 3812.25 False None None False None False 420491.175 0 3004751 100227 None V-6 S.No.5 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Labour cost Nos 1113.0 1113.0 34.0 False None None False None False 37842.0 0 3004831 100227 None Vol-3, P.NO -117, SI.No -12.3.A) Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granular material 710.1.4 .of IRC 78 2200. . Cum 1226.4 1226.4 30.0 False None None False None False 36792.0 0 3004799 100227 None Elec.Vol-6.Chapter-5.It No.5.42.1.P. No.20 of 10 Fabricating supplying and mounting MS box made out 14SWG suitable for floor / wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete. Sq CM 0.53 0.53 120000.0 False None None False None False 63600.0 0 3004832 100227 None SR 2021-22 I.No .12.10 (G) , P.No .49 Procurement of quality lawn grass. (a) Bermuda Grass , TURF Sqm 105.0 105.0 30.0 False None None False None False 3150.0 0 3004639 100227 None V-1 1.8 P.No.7 Construction of Embankment by excavating the available approved Gravel/Murom 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 labor, rolling, water, all materials, usage& all other appurtenances required to complete the work. . Cum 497.7 497.7 5240.0 False None None False None False 2607948.0 0 3004725 100227 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.2 7185.2 50.1 False None None False None False 359978.52 0 3004700 100227 None V-3 4.1.A.(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 1163.25 False None None False None False 3037711.05 0 3004843 100227 None V-3 8.17 P.No.67 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. Nos 2122.1 2122.1 8.0 False None None False None False 16976.8 0 3004752 100227 None V-6 S.No.5 Erection of RCC/PSC poles 9 to 10 mtr long but in a pit of 1.8 mtr depth Ordinary Soil Nos 629.0 629.0 34.0 False None None False None False 21386.0 0 3004800 100227 None Elec.Vol-6.Chapter-5.It No.5.47.P. No.21 of 105 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2430.75 2430.75 4.0 False None None False None False 9723.0 0 3004640 100227 None V-1 1.70 P.No.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) . Cum 125.0 125.0 64.0 False None None False None False 8000.0 0 3004726 100227 None V-1 S.No.6 P.No.112 Addendum I Additionalities for Formwork, Centering & Scaffolding -Bridges-SI.No.6-Box Culvert 20% (volume-1 Pg No:112) . Cum 1437.04 1437.04 50.1 False None None False None False 71995.704 0 3004701 100227 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2687.0 2687.0 1268.4 False None None False None False 3408190.8 0 3004753 100227 None V-6 S.No.6 27901205-11 kV Horizontal cross arm wit Nos 762.28 762.28 38.0 False None None False None False 28966.64 0 3004833 100227 None V-8 I.No 12.10 (H) PNo .49. Labour charges mixing Inputs as per prescribed proportion and quantity and spreading, applying fertilizers,digging, levelling , and dibbling with lawn grass at a spacing of 5cm x5cm & as per the direction of the Officer in charge of the work. , TURF Sqm 59.0 59.0 30.0 False None None False None False 1770.0 0 3004801 100227 None Elec.Vol-6.Chapter-5.It No.5.14.4.P. No.16 of 10 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 50Amps Each 8279.25 8279.25 4.0 False None None False None False 33117.0 0 3004834 100227 None Item No : 12.10 (I) a , Page No : 50 Vol 8 ) Lawn development cost TURF Sqm 509.25 509.25 30.0 False None None False None False 15277.5 0 3004727 100227 None V-1 2.5.2 P.No.17 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17) Cum 7185.2 7185.2 54.9 False None None False None False 394467.48 0 3004641 100227 None V-3 3.6 P.No.17 Construction of Subgrade and Earthen Shoulders 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. 300-2 305 Cum 517.7 517.7 2486.25 False None None False None False 1287131.625 0 3004702 100227 None V-3 5.1.A.(i) P.No.31 Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on Prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) Cum 43.1 43.1 5655.0 False None None False None False 243730.5 0 3004754 100227 None V-6 S.No.7 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. Nos. 257.0 257.0 38.0 False None None False None False 9766.0 0 3004802 100227 None Elec.Vol-6.Chapter-5.It No.5.20.6.P.No.18 of 10 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V up to 300mA sensitivity on existing wood/ panel board. 63Amps 4 pole Each 5822.25 5822.25 4.0 False None None False None False 23289.0 0 3004728 100227 None V-1 S.No.11 P.No.112 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10% (volume-1 Pg No:112) For Retaining Wall Cum 718.52 718.52 54.63 False None None False None False 39252.7476 0 3004835 100227 None V-3 13.14 P.No.123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) Sqm 74.55 74.55 43.7 False None None False None False 3257.835 0 3004642 100227 None V-3 4.1.A.(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 3227.5 False None None False None False 8428293.5 0 3004703 100227 None V-3 5.3 P.No.31 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) Sqm 12.6 12.6 5445.0 False None None False None False 68607.0 0 3004755 100227 None V-6 S.No.8 27901206-11 kV Horizontal cross arm wit Nos. 758.74 758.74 68.0 False None None False None False 51594.32 0 3004803 100227 None Elec.Vol-6.Chapter-5.It No.5.18.9.P. No.18 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 50-63Amps TPN Each 3242.4 3242.4 4.0 False None None False None False 12969.6 0 3004729 100227 None V-3 13.13 A P.No.123 Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer,all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) (COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A) Cum 4376.4 4376.4 38.4 False None None False None False 168053.76 0 3004643 100227 None V-3 4.17 P.No.26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) Cum 2687.0 2687.0 3530.48 False None None False None False 9486399.76 0 3004704 100227 None V-3 5.8.ii.(C) P.No.30 Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (COMMON SR 2023-24, Vol-3 Sl.No.5.8 .ii (C),P.No .30). Cum 8044.1 8044.1 282.75 False None None False None False 2274469.275 0 3004756 100227 None V-6 S.No.8 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing Nos 257.0 257.0 68.0 False None None False None False 17476.0 0 3004804 100227 None Elec.Vol-6.Chapter-5.It No.5.18.1.P.No.17 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps SP Each 435.75 435.75 4.0 False None None False None False 1743.0 0 3004730 100227 None V-1 2.11 P.No.18 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90754.7 90754.7 4.2 False None None False None False 381169.74 0 3004644 100227 None V-3 16.28 P.No.149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. . Cum 7091.7 7091.7 2320.5 False None None False None False 16456289.85 0 3004705 100227 None V-3 5.31 P.No.43 Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) Cum 10659.6 10659.6 136.12 False None None False None False 1450984.752 0 3004757 100227 None V-6 S.No.9 2791002-DP Structure with 9 Mtrs RCC P Set 24695.04 24695.04 12.0 False None None False None False 296340.48 0 3004805 100227 None Elec.Vol-6.Chapter-5.It No.5.18.4.P. No.17 of 10 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 Amps DP Each 775.95 775.95 58.0 False None None False None False 45005.1 0 3004731 100227 None V-1 2.11 P.No.18 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) t 90990.9 90990.9 4.0 False None None False None False 363963.6 0 3004706 100227 None V-3 8.15 P.No.67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 297.0 False None None False None False 165280.5 0 3004645 100227 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting . Each 679.4 679.4 40.0 False None None False None False 27176.0 0 3004758 100227 None V-6 S.No.9 Fixing of V-Shape/Horizontal cross arm including single top support Braces and Insulators fixing. Ordinary Soil Set 629.0 629.0 12.0 False None None False None False 7548.0 0 3004806 100227 None Elec.Vol-6.Chapter-12.It No.12.56.P. No.54 of 10 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia Each 3685.5 3685.5 20.0 False None None False None False 73710.0 0 3004732 100227 None V-3 12.4 P.No.117 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawingand Technical Specification. 10.1.4.of IRC:78 and 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4) Cum 2810.9 2810.9 32.94 False None None False None False 92591.046 0 3004707 100227 None V-3 8.43 P.No.74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (COMMON SR 2023-24, Vol-3 Sl.No. 8.43 ,P.No - 74) No 383.3 383.3 566.0 False None None False None False 216947.8 0 3004646 100227 None V-3 8.53 P.No.78 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. . m 945.0 945.0 42.0 False None None False None False 39690.0 0 3004759 100227 None V-6 S.No.10 using RCC poles 9 mtr to 10 mtr long Set 4134.0 4134.0 12.0 False None None False None False 49608.0 0 3004807 100227 None DSR 2014-15, Page No-63 , It No- 7.20.2 Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/ Bends / End-caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables. 50mm OD / 38mm ID Mtr 158.55 158.55 1700.0 False None None False None False 269535.0 0 3004733 100227 None V-3 12.3 A P.No.117 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) Cum 1226.4 1226.4 91.04 False None None False None False 111651.456 0 3004647 100227 None V-3 8.15 P.No.67 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.803 (COMMON SR 2023-24, Vol-3 Sl.No. 8.15 ,P.No - 67) Sqm 556.5 556.5 735.0 False None None False None False 409027.5 0 3004708 100227 None V-3 8.6(A) P.No.64 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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, 3.2mm 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:67:2012.801 (COMMON SR 2021-22, Vol-3 Sl.No. 8.6 (A), P.No - 64 ) Each 6546.75 6546.75 8.0 False None None False None False 52374.0 0 3004760 100227 None V-6 S.No.10 2811101-Guy with Complete set Set 1380.6 1380.6 26.0 False None None False None False 35895.6 0 3004808 100227 None Escs 2023-24.Part-II. Sl.No.470.I.No.60.01.C Aluminums End Terminal (Lug) 16sqmm Each 2.1 2.1 480.0 False None None False None False 1008.0 0 3004734 100227 None V-3 4.1 A(v) P.No.23 Granular Sub-Base A Plant Mix Method 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 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) Cum 2611.4 2611.4 8.62 False None None False None False 22510.268 0 3004709 100227 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) . Each 679.35 679.35 25.0 False None None False None False 16983.75 0 3004648 100227 None V-3 8.43 P.No.74 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. . Nos 383.3 383.3 1401.0 False None None False None False 537003.3 0 3004761 100227 None V-6 S.No.11 Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanized steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT). Set 266.0 266.0 26.0 False None None False None False 6916.0 0 3004809 100227 None Escs 2023-24.Part-III.Sl.No.471.I.No.60.03 Aluminium End Terminal (Lug) 25sqmm Each 3.15 3.15 10.0 False None None False None False 31.5 0 3004735 100227 None V-3 13.8 P.No.121 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 (COMMON SR 2023-24,Vol-3 P.NO -121, SI.No -13.8) Cum 7151.6 7151.6 6.9 False None None False None False 49346.04 0 3004649 100227 None V-3 8.16(i) P.No.67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Nos 3073.4 3073.4 3.0 False None None False None False 9220.2 0 3004710 100227 None V-3 8.16(ii) A P.No.67 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) (COMMON SR 2023-24, Vol-3 Page No.67 Item No.8.16 (ii)) Each 3073.35 3073.35 3.0 False None None False None False 9220.05 0 3004762 100227 None V-6 S.No.12 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Ordinary Soil Set 327.0 327.0 26.0 False None None False None False 8502.0 0 3004810 100227 None Escms 2023-24.Part-III.Sl.No.507.I.No.63.01 Brass Cable Gland 25mm Each 82.95 82.95 8.0 False None None False None False 663.6 0 3004736 100227 None V-3 13.9 P.No.122 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 (COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9)) Cum 12427.0 12427.0 13.8 False None None False None False 171492.6 0 3004711 100227 None V-3 8.16 (iii) P.No.67 Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (COMMON SR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii)) Nos 884.1 884.1 15.0 False None None False None False 13261.5 0 3004650 100227 None V-3 8.16(iii) P.No.67 Reinforced cement concrete M15grade 200m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200m stone (precast) (COMMON SR 2021-22, Vol-3 Page No.67 Item No.8.16 (iii)) Nos 884.1 884.1 15.0 False None None False None False 13261.5 0 3004763 100227 None V-6 S.No.13 283008-11kV, 5KN Composite/Polymeric . Nos 241.9 241.9 282.0 False None None False None False 68215.8 0 3004811 100227 None Escs 2023-24.Part-III.Sl.No.201.4It.No.32.05.C 1.1 kV XLPE or Heat resistant PVC insulated, PVC extruded Inner Seath Armored LTUG Cable as per IS1554 (Part1) or IS-7098 Part.1, Armouring strip thickness and resistivity as per IS.3975 16 Sq mm, 4 Core, (11 GI Strips 4.0.x 8 mm) . Km 148934.1 148934.1 1.7 False None None False None False 253187.97 0 3004737 100227 None V-3 13.2 P.No.121 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 (COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2)) Cum 14670.0 14670.0 4.13 False None None False None False 60587.1 0 3004651 100227 None V-3 8.5(ii) P.No.64 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm 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 cmx 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:67:2022. (COMMON SR 2023-24, Vol-3 Sl.No. 8.5 (ii), P.No - 64) Each 4918.2 4918.2 6.0 False None None False None False 29509.2 0 3004712 100227 None V-3 8.53 P.No.75 Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge. (PWD SR 2023-24, Vol-3 Page No.78 Item No.8.53) m 945.0 945.0 16.5 False None None False None False 15592.5 0 3004764 100227 None V-6 S.No.14 283320-Silcon rubber composite insula Nos 219.48 219.48 146.0 False None None False None False 32044.08 0 3004713 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 97.2 False None None False None False 10410.12 0 3004738 100227 None V-3 12.1 P.No.12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1) m 144.9 144.9 70.0 False None None False None False 10143.0 0 3004652 100227 None V-3 8.7 P.No.65 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 m2 fixed over back support frame of min 35x 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 60cm, 60 cm below ground level as per approved drawing (COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65) Sqm 9460.5 9460.5 1.8 False None None False None False 17028.9 0 3004765 100227 None V-6 S.No.15 284108-Rabbit ACSR Conductor Mtr 69.06 69.06 14500.0 False None None False None False 1001370.0 0 3004812 100227 None Vol.6 Part-III.Sl.No.203.I.No.32.07 1.1 kV XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS.1554 (Part1) or IS-7098 Part.1, Armouring strip thickness and resistivity as per IS.3975 25 Sq mm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm). Km 146526.45 146526.45 0.15 False None None False None False 21978.9675 0 3004813 100227 None Bescom 2022-23.Part-IV.Sl.No.202.I.No.29.03 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. Hard Soil ., 1X1700X.5X.75=637.50 Cum 408.45 408.45 637.5 False None None False None False 260386.875 0 3004653 100227 None V-1 1.14.1 P.No.8 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) Cum 107.1 107.1 220.32 False None None False None False 23596.272 0 3004739 100227 None V-3 13.16 P.No.124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 (COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124) m 1885.0 1885.0 15.0 False None None False None False 28275.0 0 3004714 100227 None V-5 10.4 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) m 375.9 375.9 75.0 False None None False None False 28192.5 0 3004766 100227 None V-6 S.No.15 For Rabbit ACSR Mtr 4.36 4.36 14500.0 False None None False None False 63220.0 0 3004814 100227 None Bescom 2022-23.Part-IV.Sl.No.206.I.No.29.07 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness includingdepositing of the surplus earth with a lead of 200 Mtr., 1X1700X.5X.75=637.50 Cum 60.9 60.9 637.5 False None None False None False 38823.75 0 3004740 100227 None V-3 13.7 P.No.121 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 (COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7) Nos 3435.0 3435.0 8.0 False None None False None False 27480.0 0 3004767 100227 None V-3 I.No.16 Errection of 100KVA Transformer Complete Set Set 13299.0 13299.0 2.0 False None None False None False 26598.0 0 3004654 100227 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) Sqm 375.9 375.9 150.0 False None None False None False 56385.0 0 3004715 100227 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) m 678.3 678.3 75.0 False None None False None False 50872.5 0 3004815 100227 None Escoms 2023-24.Part-III.I.No.21.05.P. No.52.8 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 2.5 to 25 Sqmm Km 21930.3 21930.3 1.85 False None None False None False 40571.055 0 3004741 100227 None V-3 13.14 P.No.123 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) Sqm 88.2 88.2 94.08 False None None False None False 8297.856 0 3004716 100227 None V-3 8.58a P.No. Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia (COMMON SR 2023-24, Vol-3 Page No.80 Item No.8.58a) m 895.65 895.65 120.0 False None None False None False 107478.0 0 3004768 100227 None V-3 I.No.17 Errection of 25kva transformer complete set Set 12855.0 12855.0 2.0 False None None False None False 25710.0 0 3004655 100227 None V-5 10.14 P.No.120 Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. (COMMON SR 2023-24, Vol-5, P.NO -120, SL. No -10.14) Sqm 678.3 678.3 150.0 False None None False None False 101745.0 0 3004816 100227 None Bescom 2022-23.Part-IV.Sl.No.209.I.No.29.11 utting of Road surface for cable trenches and disposing of the excavated earth, as directed including Barricading, Danger Lighting then Refilling the Cable Trenches Tar Road., 2x4x1x.50=4.0 CFT Cubic Feet 562.8 562.8 4.0 False None None False None False 2251.2 0 3004717 100227 None V-1 1.9 P.No.7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 ) . Sqm 279.3 279.3 97.2 False None None False None False 27147.96 0 3004742 100227 None V-3 8.18 P.No.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67) . Each 679.35 679.35 16.0 False None None False None False 10869.6 0 3004656 100227 None V-3 8.58 a P.No.80 Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. a. 300mm dia (COMMON SR 2023-24, Vol-3 Page No.80 Item No.8.58a) m 895.65 895.65 312.0 False None None False None False 279442.8 0 3004769 100227 None V-6 Releasing of 100KVA Transformer Complete Set Set 9641.0 9641.0 2.0 False None None False None False 19282.0 0 3004817 100227 None Elec.Vol-6.Chapter-4.It No. 4.2.8 abricating, supplying and erection of …Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom ….mm, top….mm with 3mm thick, suitable base plate and 4Nos of . long J bolts along with template and the pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. - 10 meters - Top 70mm and bottom 175mm dia Each 22575.0 22575.0 58.0 False None None False None False 1309350.0 0 3004657 100227 None V-1 1.9 P.No.7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. ( SR 2023-24 , Item No : 1.9 , Page No : 7 , Vol 1 ) . Cum 279.3 279.3 108.0 False None None False None False 30164.4 0 3004743 100227 None V-3 16.15C P.No.146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No - 146) m 3502.0 3502.0 10.0 False None None False None False 35020.0 0 3004770 100227 None V-6 Releasing of 25kva transformer Complete set Set 9641.0 9641.0 2.0 False None None False None False 19282.0 0 3004744 100227 None V-1 1.8 P.No.7 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 andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7) Cum 497.7 497.7 270.0 False None None False None False 134379.0 0 3004818 100227 None Vol-I.It.No.1.14.1.Pg.No.08.118 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. , 58X0.85x0.85X1.60=67.05 Cum Cum 107.1 107.1 67.05 False None None False None False 7181.055 0 3004771 100227 None vol.6 I.No. 20 Loading & unloading of 8 mtr RCC/PSC poles Nos 110.0 110.0 35.0 False None None False None False 3850.0 0 3004772 100227 None V-6 Loading & unloading of 8 mtr RCC/PSC poles Weasel Nos 2.86 2.86 7200.0 False None None False None False 20592.0 0 3004819 100227 None Vol-I.It.No.2.1.5.Pg.No.15 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm and down size graded crushed coarse aggregates ., 58X0.85x0.85X0.15=6.29 Cum Cum 6463.8 6463.8 6.29 False None None False None False 40657.302 0 3004773 100227 None V-6 .22 200004-PSC Pole-8.0M Long,200 kg W Nos 4364.82 4364.82 20.0 False None None False None False 87296.4 0 3004820 100227 None Vol-I.It.No.2.2.1.Pg.No.15.118 Providing and laying in position 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 elevant IS codes, labour, Usage charges of machinery, curing and all the other ppurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm and down size graded crushed coarse aggt ., 58X0.65x0.65X0.90=22.05 Cum Cum 6601.35 6601.35 22.06 False None None False None False 145625.781 0 3004774 100227 None V-6 22 200004-PSC Pole-8.0M Long,200 kg W Ordinary Soil Nos 503.0 503.0 20.0 False None None False None False 10060.0 0 3004821 100227 None Vol-I.It.No.2.11.b.Pg.No.18.214 Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.For Foundations of Bridges , 20.47/Pole x 58 = 1187.26 say 1.19 MT MT 90516.3 90516.3 1.19 False None None False None False 107714.397 0 3004822 100227 None Elec.Vol-6.Chapter-11.It No.11.8.6.Page No.46 of 1 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr Lumen Maintenance of 70 percent, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 / 60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency 130lm/w, nominal CRI .75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI and any Government certified agency Design and Development facility certified by ISO 9001.2008. Housing with supplier word mark /name shall be Engraved. Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree/ Nichia/Lumi Leds /Osram make LED Source LED Streetlight 150watts. Each 15440.25 15440.25 58.0 False None None False None False 895534.5 0 3004775 100227 None V-6 24 Same as above but erection of RCC/PCC/PSC poles of 7.5 to 8 mtr long in pit of 1.5 mtr depth. Nos. 922.0 922.0 15.0 False None None False None False 13830.0 0 3004823 100227 None Elec.Vol-6.Chapter-13.It No.13.5.Page No.56 of 105 Fixing halogen/metal halide / SVL / IL / LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires. Each 170.1 170.1 58.0 False None None False None False 9865.8 0 3004776 100227 None V-6 26 27901203-4 pin cross arm with pole clam Nos 499.14 499.14 20.0 False None None False None False 9982.8 0 3004824 100227 None Elec.Vol-6.Chapter-4.It No. 4.6.3.Page No. 13of 10 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. - Single Arm Bracket with 2000mm Standard 40/50MM dia Each 2600.0 2600.0 58.0 False None None False None False 150800.0 0 3004777 100227 None V-6 26 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos. 160.0 160.0 20.0 False None None False None False 3200.0 0 3004778 100227 None V-6 27 27901204-4 pin cross arm with pole clam Nos 495.6 495.6 27.0 False None None False None False 13381.2 0 3004779 100227 None V-6 27 Fixing of 4 Pin cross arm with insulator and Braces fixing. Nos 160.0 160.0 27.0 False None None False None False 4320.0 0 3004780 100227 None V-6 28 2811101-Guy with Complete set Set 1380.6 1380.6 20.0 False None None False None False 27612.0 0 3004781 100227 None V-6 29 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Set 266.0 266.0 20.0 False None None False None False 5320.0 0 3004782 100227 None V-3 28 a) Fixing of GUY Sets with break insulators making use of 7/3.15 mm (7/10 SWG) galvanised steel wire with turn buckle and anchoring arrangement as per approved drawing. (Excluding excavation of PIT) Ordinary Soil Set 327.0 327.0 20.0 False None None False None False 6540.0 0 3004783 100227 None V-6 30 283003-1.1kV Pin Insulator (Shell on Nos 36.58 36.58 140.0 False None None False None False 5121.2 0 3004784 100227 None V-6 31 283053-1.1kV Pin Insulator (G.I Pin Nos 41.3 41.3 140.0 False None None False None False 5782.0 0 3004785 100227 None V-6 32 283158-NO.8 Strain Insulator Nos 31.86 31.86 78.0 False None None False None False 2485.08 0 3004786 100227 None V-6 33 284105-Weasel ACSR Conductor Mtr 41.7 41.7 7200.0 False None None False None False 300240.0 0 3004787 100227 None V-6 33 Stringing of conductor wren, squirrel, weasel, binding of conductor on each insulator and dead ending on strain or disc/strain insulator by means of clamps. Mtr 3.18 3.18 7200.0 False None None False None False 22896.0 0 3004788 100227 None V-6 2791101-SCrap 25/63kva TC set Kg 40.0 40.0 68.0 False None None False None False 2720.0 0 3004789 100227 None V-6 35 791101-ACSR conductor Scrap Kg 64.0 64.0 428.0 False None None False None False 27392.0 0 3004790 100227 None V-6 24 200103-RCC Pole-8.0M Long,115 kg WL Nos. 6052.22 6052.22 15.0 False None None False None False 90783.3 0 3004791 100227 None V-6 24 200103-RCC Pole-8.0M Long,115 kg WL Ordinary Soil Nos 503.0 503.0 15.0 False None None False None False 7545.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710239185000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710239185000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1710239185000 1 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as prescribed in the tender document. None 1710239287000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1710239317000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1710239328000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1710239339000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1710239349000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1710239359000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1710239387000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1710239396000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1710239407000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1710239423000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1710239447000 0 None None ELIGIBILITY The work should be completed in 11 (Eleven) Months ( including monsoon). None 1710239467000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply. None 1710239480000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None 1710239510000 0 None None ELIGIBILITY Defect liability period is One (1) year from the date of actual completion of the work. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2 (b) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 377.83 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2 (c). To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 16653.00 cum (b) GSB : 3597.00 Cum (c) WMM / WBM : 3948.00 Cum (d) BM / BC / SDBC : 335.00 Cum (e) PCC / RCC : 2768.00 Cum (f) Steel : 33.00 Ton. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantity wise workdone certificate None None None None 3.3(a) Each tenderer should further demonstrate: (a) availability by owning at least 50% of the required / specified key and critical equipment for this work and the remaining 50% can be deployed on lease / hire basis for all works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. (I) CC Mixer with Self loader : 2 Nos. (1 No. own and 1 No. Lease/hire). (II) Tippers : 4 Nos.(2 Nos.own and 2 Nos.Lease/hire). (III) Water tankers :4 Nos.(2 Nos.own and 2 Nos. Lease/hire). (IV) Vibrator Roller : 2 Nos.(1 No. own and 1 No.Lease/hire). (V) Excavators : 2 Nos. (1 Nos. own and 1 No.Lease/hire). (VI) Pin Vibrator : 4 Nos.(2 Nos. own and 2 Nos. Lease/hire). (VII) Plate Vibrators : 4 Nos. (2 Nos. own and 2 Nos. Lease/hire). (VIII) Grader (with RC) : 2 Nos.(1 No. own and 1 No. Lease/hire). (IX) Centring materials : Centring materials :- 2000.00 Sqm (1000 Sqm Own and 1000 Sqm Hire/Lease). (X) Hot mix plant : 1 No. Own / Lease / Hire.(Xi) Bituminious Sprayer : 1 No. Own / Lease / Hire. (XII) Paver finisher : 1 No. Own / Lease / Hire. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Machinaries documents None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 1511.31 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 206.09 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None TENDERER MUST UPLOAD ELIGIBLE PWD REGISTRATION CERTIFICATE. Others PWD Registration certificate createdTs version createdDate modifiedDate documentName None None None None Others -- PWD Registration certificate None None None None Assessed Tender Capacityshall be more than the Tendered Amount. Others Assessed Tender Capacity. createdTs version createdDate modifiedDate documentName None None None None Others -- Assessed Tender Capacity. None None None None Tenderer place of business Others Place of business createdTs version createdDate modifiedDate documentName None None None None Others -- Place of business None None None None List of existing commitments and ongoing works Others existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference 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 Others key technical and management personnel createdTs version createdDate modifiedDate documentName None None None None Others -- key technical and management personnel
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar Nature of single work done Certificate True Technical Bid Quantitywise workdone certificate True Technical Bid Bankers certificate / Line of credit True Technical Bid Machinaries documents True Technical Bid Any other relevant documents True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1710253951000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer PWD division Raichur. street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None