createdTs	None
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noticeInvitingTenderDTO	createdTs 1719653076583 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 2879000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-07-2024 17:30:00 tenderQueryClose 02-07-2024 11:30:00 technicalBidOpen 08-07-2024 11:30:00 publishedDate 29-06-2024 16:41:14 publishedByPost PWD_CE_SHDP publishedByUser KPE14485 - PURUSHOTHAMA DAS HEGGADE bidValidityPeriod 90 noOfCalls 2 preBidMeetingDate 02-07-2024 11:30:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Chief Engineer splitEmdRequiredYn True emdBankGuarantee 2779000.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08022224106 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1719653076585 version 25 createdDate None modifiedDate None tenderNumber PWD/2023-24/RD/WORK_INDENT9861/CALL-2 title Package 688 -A) Improvements to road SH-83 Munavalli - Kotamachagi from Ch-32.00 KM to 38.66 KM (In Selected reaches) in Ramdurg Taluk of Belagavi District. B- Improvements to road Yaragatti - Mudhol SH-139 from Ch-5.17 KM to 10.00 KM (In Selected reaches) in Ramdurg Taluk of Belagavi District description Package 688 A) Improvements to road SH-83 Munavalli - Kotamachagi from Ch-32.00 KM to 38.66 KM (In Selected reaches) in Ramdurg Taluk of Belagavi District. B- Improvements to road Yaragatti - Mudhol SH-139 from Ch-5.17 KM to 10.00 KM (In Selected reaches) in Ramdurg Taluk of Belagavi District category WORKS categoryText Works ecv 287895854.17 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2196 locationName State Highway Development Project SHDP provisionalAmount 300000000.0 groupOverheadTotal 0.0 fileNumber CPO/PIU/SHDP/PHASE-5/STG-1/PKG-688/BGM/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1719653077000 0 None None Roads Package 688 A)Flexible pavement 141175364.41 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411726 120627 None 16.29 i) The board will be a composite unit consisting of three plates of Alum inium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The rectangle shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the rectangle shaped plate and middle plate and this square section will be welded to the bottom point of the rectangle shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1" No 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3411727 120627 None 2.5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. 100 Sqm 463.74 463.74 121.2 False None None False None False 56205.288 0 3411728 120627 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.08 7.08 27775.0 False None None False None False 196647.0 0 3411729 120627 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 3960.0 False None None False None False 443916.0 0 3411730 120627 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 1198.05 False None None False None False 134301.405 0 3411731 120627 None 3.7 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 3 Sqm 4.72 4.72 38917.0 False None None False None False 183688.24 0 3411732 120627 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. Cum 140.42 140.42 239.61 False None None False None False 33646.0362 0 3411733 120627 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 13348.43 False None None False None False 7466043.8676 0 3411734 120627 None 3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 29683.16 False None None False None False 17267881.4984 0 3411735 120627 None 4.2 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2783.62 2783.62 10146.69 False None None False None False 28244529.2178 0 3411736 120627 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3019.62 3019.62 13166.85 False None None False None False 39758883.597 0 3411737 120627 None 5.1A(I) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 48.38 48.38 45338.4 False None None False None False 2193471.792 0 3411738 120627 None 5.4 Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface Sqm 16.52 16.52 51298.4 False None None False None False 847449.568 0 3411739 120627 None 5.12(C) Dense Graded Bituminous Macadam Grading - II for traffic less than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects Cum 11149.82 11149.82 2279.92 False None None False None False 25420697.6144 0 3411740 120627 None 5.16B Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 12820.7 12820.7 1367.95 False None None False None False 17538076.565 0 3411741 120627 None 14.4 (a) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specification Sqm 2256.16 2256.16 600.0 False None None False None False 1353696.0 0 1719653077000 1 None None Roads Package 688 A) Construction of box culvert 4142828.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411742 120628 None 2.11(ii)(A) Dismantling of Structures 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 ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 212.4 212.4 22.92 False None None False None False 4868.208 0 3411743 120628 None 2.17(ix) B Dismantling of Structures 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia m 1293.28 1293.28 37.5 False None None False None False 48498.0 0 3411744 120628 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 376.09 False None None False None False 45266.1924 0 3411745 120628 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 39.83 False None None False None False 281479.4066 0 3411746 120628 None 2.11h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 14.75 False None None False None False 1375186.455 0 3411747 120628 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.78 8971.78 107.73 False None None False None False 966529.8594 0 3411748 120628 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates" Cum 9689.69 9689.69 34.2 False None None False None False 331387.398 0 3411749 120628 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8074.6 8074.6 84.38 False None None False None False 681334.748 0 3411750 120628 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3158.86 3158.86 64.5 False None None False None False 203746.47 0 3411751 120628 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 10.3 False None None False None False 82525.145 0 3411752 120628 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each." Cum 2895.72 2895.72 4.8 False None None False None False 13899.456 0 3411753 120628 None 8.1 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 123.9 123.9 37.3 False None None False None False 4621.47 0 3411754 120628 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) cm 1.06 1.06 1000.0 False None None False None False 1060.0 0 3411755 120628 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 882.64 882.64 80.0 False None None False None False 70611.2 0 3411756 120628 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 56.88 False None None False None False 31814.1216 0 1719653077000 1 None None Roads Package 688 A) Box culvert-2 3968148.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411757 120629 None 2.11(ii))(A) Dismantling of Structures 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 ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 212.4 212.4 19.02 False None None False None False 4039.848 0 3411758 120629 None 2.17(ix)B Dismantling of Structures 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia m 1293.28 1293.28 30.0 False None None False None False 38798.4 0 3411759 120629 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 347.08 False None None False None False 41774.5488 0 3411760 120629 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 38.47 False None None False None False 271868.2594 0 3411761 120629 None 2.11h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 14.38 False None None False None False 1340690.2524 0 3411762 120629 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.78 8971.78 103.28 False None None False None False 926605.4384 0 3411763 120629 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9689.69 9689.69 33.12 False None None False None False 320922.5328 0 3411764 120629 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8074.6 8074.6 81.0 False None None False None False 654042.6 0 3411765 120629 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3158.86 3158.86 63.36 False None None False None False 200145.3696 0 3411766 120629 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 8.24 False None None False None False 66020.116 0 3411767 120629 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Cum 2895.72 2895.72 3.84 False None None False None False 11119.5648 0 3411768 120629 None 8.1 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 123.9 123.9 29.84 False None None False None False 3697.176 0 3411769 120629 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) Cum 1.06 1.06 800.0 False None None False None False 848.0 0 3411770 120629 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 882.64 882.64 64.0 False None None False None False 56488.96 0 3411771 120629 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 55.58 False None None False None False 31087.0056 0 1719653077000 1 None None Roads Package 688 A) Box culvert-3 9810664.28 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411772 120630 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour,tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 397.93 False None None False None False 47894.8548 0 3411773 120630 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 39.77 False None None False None False 281055.3854 0 3411774 120630 None 2.11 h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 24.24 False None None False None False 2259967.4352 0 3411775 120630 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.78 8971.78 309.98 False None None False None False 2781072.3644 0 3411776 120630 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Tonne 9689.69 9689.69 124.15 False None None False None False 1202975.0135 0 3411777 120630 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8074.6 8074.6 298.08 False None None False None False 2406876.768 0 3411778 120630 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3158.86 3158.86 77.04 False None None False None False 243358.5744 0 3411779 120630 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 9.86 False None None False None False 78999.799 0 3411780 120630 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Cum 2895.72 2895.72 5.84 False None None False None False 16911.0048 0 3411781 120630 None 4.2(v) By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2783.62 2783.62 4.8 False None None False None False 13361.376 0 3411782 120630 None 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 8036.98 8036.98 7.44 False None None False None False 59795.1312 0 3411783 120630 None 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Cum 14663.57 14663.57 9.6 False None None False None False 140770.272 0 3411784 120630 None 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) Cum 19782.94 19782.94 9.51 False None None False None False 188135.7594 0 3411785 120630 None 13.16 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. Mtr 2118.1 2118.1 16.0 False None None False None False 33889.6 0 3411786 120630 None 8.1 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 123.9 123.9 74.08 False None None False None False 9178.512 0 3411787 120630 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) cm 1.06 1.06 200.0 False None None False None False 212.0 0 3411788 120630 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 882.64 882.64 16.0 False None None False None False 14122.24 0 3411789 120630 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 57.37 False None None False None False 32088.1884 0 1719653077000 0 None None Roads Package 688 A) Box culvert-4 1719969.98 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411790 120631 None 2.11(ii)(A) Dismantling of Structures 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 ii) By Mechanical Means b. Rubble stone masonry in cement mortar Cum 212.4 212.4 22.92 False None None False None False 4868.208 0 3411791 120631 None 2.17(ix)B Dismantling of Structures 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia" Mtr 1293.28 1293.28 37.5 False None None False None False 48498.0 0 3411792 120631 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 123.64 False None None False None False 14881.3104 0 3411793 120631 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 14.14 False None None False None False 99927.6628 0 3411794 120631 None 2.11 h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 5.77 False None None False None False 537954.2946 0 3411795 120631 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.78 8971.78 48.73 False None None False None False 437194.8394 0 3411796 120631 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9689.69 9689.69 19.92 False None None False None False 193018.6248 0 3411797 120631 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8074.6 8074.6 31.77 False None None False None False 256530.042 0 3411798 120631 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3158.86 3158.86 22.82 False None None False None False 72085.1852 0 3411799 120631 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 2.82 False None None False None False 22594.263 0 3411800 120631 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Cum 2895.72 2895.72 1.44 False None None False None False 4169.8368 0 3411801 120631 None 8.11 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 123.9 123.9 14.02 False None None False None False 1737.078 0 3411802 120631 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) cm 1.06 1.06 200.0 False None None False None False 212.0 0 3411803 120631 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 882.64 882.64 16.0 False None None False None False 14122.24 0 3411804 120631 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 21.77 False None None False None False 12176.3964 0 1719653077000 0 None None Roads Package 688 A) Box culvert-5 1877293.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411805 120632 None 2.11(ii)(A) Dismantling of Structures 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 ii) By Mechanical Means b. Rubble stone masonry in cement mortar. Cum 212.4 212.4 22.92 False None None False None False 4868.208 0 3411806 120632 None 2.17(ix)(B) Dismantling of Structures 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia Mtr 1293.28 1293.28 37.5 False None None False None False 48498.0 0 3411807 120632 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 124.84 False None None False None False 15025.7424 0 3411808 120632 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 14.32 False None None False None False 101199.7264 0 3411809 120632 None 2.11 h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 6.1 False None None False None False 568721.178 0 3411810 120632 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8971.78 8971.78 53.98 False None None False None False 484296.6844 0 3411811 120632 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9689.69 9689.69 19.92 False None None False None False 193018.6248 0 3411812 120632 None 2.4.3 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8074.6 8074.6 38.97 False None None False None False 314667.162 0 3411813 120632 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 3158.86 3158.86 29.12 False None None False None False 91986.0032 0 3411814 120632 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 2.82 False None None False None False 22594.263 0 3411815 120632 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Cum 2895.72 2895.72 1.44 False None None False None False 4169.8368 0 3411816 120632 None 8.1 Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 123.9 123.9 14.02 False None None False None False 1737.078 0 3411817 120632 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (English and Roman) cm 1.06 1.06 200.0 False None None False None False 212.0 0 3411818 120632 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin No 882.64 882.64 16.0 False None None False None False 14122.24 0 3411819 120632 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 21.77 False None None False None False 12176.3964 0 1719653077000 1 None None Roads Package 688 A) Estimate of Junction 763728.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411820 120633 None 2.5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. 100 Sqm 463.74 463.74 1.2 False None None False None False 556.488 0 3411821 120633 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.08 7.08 463.0 False None None False None False 3278.04 0 3411822 120633 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 170.91 False None None False None False 19159.011 0 3411823 120633 None 3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 91.0 False None None False None False 52938.34 0 3411824 120633 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3019.62 3019.62 73.89 False None None False None False 223119.7218 0 3411825 120633 None 5.1(A)(I) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 48.38 48.38 462.51 False None None False None False 22376.2338 0 3411826 120633 None 5.3 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.16 14.16 462.51 False None None False None False 6549.1416 0 3411827 120633 None 5.12(C) Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11149.82 11149.82 23.11 False None None False None False 257672.3402 0 3411828 120633 None 5.16(B) Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 12820.7 12820.7 13.89 False None None False None False 178079.523 0 1719653077000 0 None None Roads Package 688 A) Field approach 517846.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411829 120634 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 35.21 False None None False None False 4237.8756 0 3411830 120634 None 16.15 (c) 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. ( c ) 750 mm Dia Rmtr 3935.3 3935.3 45.0 False None None False None False 177088.5 0 3411831 120634 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 50.5 False None None False None False 28245.66 0 3411832 120634 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 3.46 False None None False None False 24451.8892 0 3411833 120634 None 2.4.2 Providing and laying in position 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 necessary, 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. Cum 8058.03 8058.03 30.71 False None None False None False 247462.1013 0 3411834 120634 None 2.11 h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 0.39 False None None False None False 36360.8622 0 1719653077000 0 None None Roads Package 688 A) Traffic safety 4478847.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411835 120635 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3411836 120635 None 8.5 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle Each 5527.12 5527.12 50.0 False None None False None False 276356.0 0 3411837 120635 None 8.5 iv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle Each 4219.68 4219.68 4.0 False None None False None False 16878.72 0 3411838 120635 None 8.5 viii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular Each 5070.46 5070.46 59.0 False None None False None False 299157.14 0 3411839 120635 None 8.5 x Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular Each 6392.06 6392.06 6.0 False None None False None False 38352.36 0 3411840 120635 None 8.5 xii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular Each 4984.32 4984.32 60.0 False None None False None False 299059.2 0 3411841 120635 None 8.5 xv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon Each 7672.36 7672.36 9.0 False None None False None False 69051.24 0 3411842 120635 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 10631.8 10631.8 12.96 False None None False None False 137788.128 0 3411843 120635 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 1778.61 False None None False None False 1112342.694 0 3411844 120635 None 8.13 (i) Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) Sqm 239.54 239.54 23.06 False None None False None False 5523.7924 0 3411845 120635 None 8.16(i) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast)" Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3411846 120635 None 8.16 (ii) 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)" Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3411847 120635 None 8.16 (iii) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)" Each 993.56 993.56 19.0 False None None False None False 18877.64 0 3411848 120635 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman cm 1.06 1.06 2860.0 False None None False None False 3031.6 0 3411849 120635 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin Each 882.64 882.64 240.0 False None None False None False 211833.6 0 3411850 120635 None 8.17 Road Delineators 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-79-2019 and the drawings. No 2384.78 2384.78 246.0 False None None False None False 586655.88 0 3411851 120635 None 8.60.2 ii Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022" Unit 53635.7 53635.7 6.0 False None None False None False 321814.2 0 3411852 120635 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 306.0 False None None False None False 36830.16 0 3411853 120635 None 8.29 (i) Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service Rmtr 2610.16 2610.16 150.0 False None None False None False 391524.0 0 3411854 120635 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of 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." Each 430.7 430.7 1410.0 False None None False None False 607287.0 0 1719653077000 0 None None Roads Package 688 A) Drain estimate 5817666.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411855 120636 None 2.8(ii)A Dismantling of Structures 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 ii) By Mechanical Means a Cement Concrete Grade M-15 & M-20" Cum 848.42 848.42 5.4 False None None False None False 4581.468 0 3411856 120636 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m" Cum 120.36 120.36 2184.0 False None None False None False 262866.24 0 3411857 120636 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 130.0 False None None False None False 918712.6 0 3411858 120636 None 2.11 h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 17.79 False None None False None False 1658614.7142 0 3411859 120636 None 2.4.2 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7461.14 7461.14 104.0 False None None False None False 775958.56 0 3411860 120636 None 2.4.2 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10072.54 10072.54 195.0 False None None False None False 1964145.3 0 3411861 120636 None 2.4.2 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8953.37 8953.37 26.0 False None None False None False 232787.62 0 1719653077000 0 None None Roads Package 688 A) Electrical 1662732.4 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411862 120637 None 1.1.1 Ordinary Soil Per Pit 779.33 779.33 110.0 False None None False None False 85726.3 0 3411863 120637 None 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785" Nos 8767.16 8767.16 80.0 False None None False None False 701372.8 0 3411864 120637 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 80.0 False None None False None False 110320.8 0 3411865 120637 None 1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards" Nos 5202.56 5202.56 30.0 False None None False None False 156076.8 0 3411866 120637 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 30.0 False None None False None False 41370.3 0 3411867 120637 None 2.03 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)" No 1089.08 1089.08 30.0 False None None False None False 32672.4 0 3411868 120637 None 3.01 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound)" Set 890.84 890.84 30.0 False None None False None False 26725.2 0 3411869 120637 None 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos 254.0 254.0 30.0 False None None False None False 7620.0 0 3411870 120637 None 6.08 DISC Insulator 45 kN Porcelain Nos 631.89 631.89 40.0 False None None False None False 25275.6 0 3411871 120637 None 6.05 Releasing of Rabbit Conductor Per Km 4970.87 4970.87 3.2 False None None False None False 15906.784 0 3411872 120637 None 7.02 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 57283.93 57283.93 0.135 False None None False None False 7733.33055 0 3411873 120637 None 6.02 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,)" Per Km 6483.69 6483.69 0.27 False None None False None False 1750.5963 0 3411874 120637 None 9.03 PG Clamp Rabbit to Rabbit No 126.38 126.38 30.0 False None None False None False 3791.4 0 3411875 120637 None 10.06 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 391.52 391.52 30.0 False None None False None False 11745.6 0 3411876 120637 None 2.05 LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 358.07 358.07 40.0 False None None False None False 14322.8 0 3411877 120637 None 2.07 LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 163.55 163.55 40.0 False None None False None False 6542.0 0 3411878 120637 None 5.02 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Set 151.16 151.16 110.0 False None None False None False 16627.6 0 3411879 120637 None 5.01 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 151.16 151.16 110.0 False None None False None False 16627.6 0 3411880 120637 None 6.03 1.1 kV Ceramic Pin Insulator (Shell only) Nos 38.41 38.41 40.0 False None None False None False 1536.4 0 3411881 120637 None 6.06 No. 8 Strain Insulator Nos 33.45 33.45 40.0 False None None False None False 1338.0 0 3411882 120637 None 2.16 Spiral Earth Electrode Nos 296.12 296.12 30.0 False None None False None False 8883.6 0 3411883 120637 None 4.03 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 115.23 115.23 12.0 False None None False None False 1382.76 0 3411884 120637 None 24.01 11 kV, GOS a) 200 Amps, Single Break " Set 11708.55 11708.55 2.0 False None None False None False 23417.1 0 3411885 120637 None 13.02 Labour for 11 kV, GOS a) 200 Amps, Single Break" Set 1367.86 1367.86 2.0 False None None False None False 2735.72 0 3411886 120637 None 1.8.1.a a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 338.25 338.25 20.0 False None None False None False 6765.0 0 3411887 120637 None 1.8.1.b b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 438.61 438.61 20.0 False None None False None False 8772.2 0 3411888 120637 None 1.8.2.a 9 Mtr support (650x500x1700mm) Each 3912.76 3912.76 10.0 False None None False None False 39127.6 0 3411889 120637 None 1.8.2.g Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 247.8 247.8 110.0 False None None False None False 27258.0 0 3411890 120637 None 21.02 for Poles 25 to 105 Mtr Per Pole 353.12 353.12 80.0 False None None False None False 28249.6 0 3411891 120637 None 22.02 For ACSR Conductors 25 to 105 Mtr Per Km 152.4 152.4 4.2 False None None False None False 640.08 0 3411892 120637 None 26.02 9 Mtr RCC/PSCC Pole No 175.94 175.94 80.0 False None None False None False 14075.2 0 3411893 120637 None 5.06 Fixing of HT/LT Single Top Support Each 138.77 138.77 110.0 False None None False None False 15264.7 0 3411894 120637 None 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long No 7093.27 7093.27 2.0 False None None False None False 14186.54 0 3411895 120637 None 21.04 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI" Set 29815.3 29815.3 2.0 False None None False None False 59630.6 0 3411896 120637 None 6.08 Discinsulater45knporcelien No 631.89 631.89 1.0 False None None False None False 631.89 0 3411897 120637 None 19.02 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 1962.58 1962.58 6.0 False None None False None False 11775.48 0 3411898 120637 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)" Set 7930.84 7930.84 2.0 False None None False None False 15861.68 0 3411899 120637 None 67.2 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) Caution/Danger Board No 185.85 185.85 2.0 False None None False None False 371.7 0 3411900 120637 None 4.02 Anti Climbing Device (12 Mtr GI Barbed wire) No 110.27 110.27 2.0 False None None False None False 220.54 0 3411901 120637 None 6.18.3 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18) 8 SWG GI Wire (44/6.18.3) Mtr 23.54 23.54 300.0 False None None False None False 7062.0 0 3411902 120637 None 17.01 LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)" No 2506.49 2506.49 2.0 False None None False None False 5012.98 0 3411903 120637 None 15.17.1 LT Wiring Kit 63/100 KVA (87/15.17.1) Set 5263.51 5263.51 2.0 False None None False None False 10527.02 0 3411904 120637 None 20.01 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)" Set 1324.49 1324.49 2.0 False None None False None False 2648.98 0 3411905 120637 None 24.01 GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)" Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0 3411906 120637 None 24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)" Set 5367.34 5367.34 2.0 False None None False None False 10734.68 0 3411907 120637 None 27.02 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading 63 kVA " No 353.11 353.11 1.0 False None None False None False 353.11 0 3411908 120637 None 27.03 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3411909 120637 None 27.07 63 kVA No 353.11 353.11 1.0 False None None False None False 353.11 0 3411910 120637 None 27.08 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3411911 120637 None 24.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per 100 1172.09 1172.09 2.0 False None None False None False 2344.18 0 3411912 120637 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 7930.83 7930.83 1.0 False None None False None False 7930.83 0 3411913 120637 None 54.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 920.57 920.57 8.0 False None None False None False 7364.56 0 3411914 120637 None 54.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 837.56 837.56 8.0 False None None False None False 6700.48 0 3411915 120637 None 54.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag No 384.09 384.09 8.0 False None None False None False 3072.72 0 3411916 120637 None 54.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified No 2691.1 2691.1 8.0 False None None False None False 21528.8 0 1719653077000 0 None None Roads Package 688 A)1st year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411917 120638 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " 60.84 qty to be executed) 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411918 120638 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (3042Rmtr Qty to be executed) " Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411919 120638 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(1521.00 Sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411920 120638 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(278.25Sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411921 120638 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page 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. PWD, Bangalore, (180 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719653077000 0 None None Roads Package 688 A)2nd year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411922 120639 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(91.26 qty to be executed) " 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411923 120639 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(4056Rmtr qty to be executed) Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3411924 120639 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003(456.30Sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411925 120639 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (278.25 Sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3411926 120639 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page 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. (180Cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719653077000 0 None None Roads Package 688 A) 3rd year maintenance 250525.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411927 120640 None 2.5 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Hectare 519.39 519.39 60.84 False None None False None False 31599.6876 0 3411928 120640 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rmtr 7.93 7.93 4056.0 False None None False None False 32164.08 0 3411929 120640 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 Sqm 51.54 51.54 456.3 False None None False None False 23517.702 0 3411930 120640 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 Sqm 128.19 128.19 228.15 False None None False None False 29246.5485 0 3411931 120640 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2622.05 2622.05 5.07 False None None False None False 13293.7935 0 3411932 120640 None 16.24 (i) Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint Km 272.25 272.25 26.0 False None None False None False 7078.5 0 3411933 120640 None 10.5 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 563.0 563.0 139.42 False None None False None False 78493.46 0 3411934 120640 None 1.12 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 125.55 125.55 180.0 False None None False None False 22599.0 0 3411935 120640 None 8.1 Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 Sqm 144.05 144.05 87.0 False None None False None False 12532.35 0 1719653077000 1 None None Roads Package 688 A) 4th Year maintenance 696643.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411936 120641 None 2.5 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Sqm 537.94 537.94 91.26 False None None False None False 49092.4044 0 3411937 120641 None 16.19 maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rmtr 8.21 8.21 4056.0 False None None False None False 33299.76 0 3411938 120641 None 10.3 maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 Sqm 53.38 53.38 456.3 False None None False None False 24357.294 0 3411939 120641 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 Sqm 132.77 132.77 3042.0 False None None False None False 403886.34 0 3411940 120641 None 10.5 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Sqm 583.11 583.11 278.85 False None None False None False 162600.2235 0 3411941 120641 None 1.12 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 130.04 130.04 180.0 False None None False None False 23407.2 0 1719653077000 1 None None Roads Package 688 A)5th Year maintenance 804805.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411942 120642 None 2.5 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Hectare 556.49 556.49 91.26 False None None False None False 50785.2774 0 3411943 120642 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.5 8.5 4056.0 False None None False None False 34476.0 0 3411944 120642 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 456.3 False None None False None False 25196.886 0 3411945 120642 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 3042.0 False None None False None False 417818.7 0 3411946 120642 None 10.5 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 603.22 603.22 418.28 False None None False None False 252314.8616 0 3411947 120642 None 1.12 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete. Cum 134.52 134.52 180.0 False None None False None False 24213.6 0 1719653077000 1 None None Roads Package 688 A)6th year renewal 24704098.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411948 120643 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 2902.99 2902.99 5.07 False None None False None False 14718.1593 0 3411949 120643 None 16.24 i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " Km 301.42 301.42 26.0 False None None False None False 7836.92 0 3411950 120643 None 8.1 Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 159.49 159.49 24.84 False None None False None False 3961.7316 0 3411951 120643 None 5.3 i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 45598.4 False None None False None False 800707.904 0 3411952 120643 None 3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 483.35 False None None False None False 281184.029 0 3411953 120643 None 5.16 b Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 15897.67 15897.67 1367.95 False None None False None False 21747217.6765 0 3411954 120643 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.5 775.5 1675.11 False None None False None False 1299047.805 0 3411955 120643 None 8.41 Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in ccordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be ess than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer " No 534.07 534.07 1028.75 False None None False None False 549424.5125 0 1719653077000 1 None None Roads Package 688 -B Flexible pavement 65103503.14 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411956 120644 None 16.29 The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in rectangle shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, SHDP logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.(iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable.(iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type 1 No 18115.36 18115.36 2.0 False None None False None False 36230.72 0 3411957 120644 None 2.5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. 100 Sqm 463.74 463.74 75.6 False None None False None False 35058.744 0 3411958 120644 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.08 7.08 17325.0 False None None False None False 122661.0 0 3411959 120644 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 2835.0 False None None False None False 317803.5 0 3411960 120644 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 965.77 False None None False None False 108262.817 0 3411961 120644 None 3.11 Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 3 Sqm 4.72 4.72 17325.0 False None None False None False 81774.0 0 3411962 120644 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and oundation of other structures graded with desired compaction. Cum 140.42 140.42 289.73 False None None False None False 40683.8866 0 3411963 120644 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 5772.72 False None None False None False 3228797.7504 0 3411964 120644 None 3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 14295.88 False None None False None False 8316485.2312 0 3411965 120644 None 4.2 By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material Cum 2783.62 2783.62 4801.4 False None None False None False 13365273.068 0 3411966 120644 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3019.62 3019.62 5748.75 False None None False None False 17359040.475 0 3411967 120644 None 5.1A(I) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 48.38 48.38 22050.0 False None None False None False 1066779.0 0 3411968 120644 None 5.4 Providing and applying tack coat with RS1 Bituminous Emulsion using mulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface Sqm 16.52 16.52 22050.0 False None None False None False 364266.0 0 3411969 120644 None 5.12(B) Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11047.16 11047.16 1102.5 False None None False None False 12179493.9 0 3411970 120644 None 5.16C Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 12820.7 12820.7 661.5 False None None False None False 8480893.05 0 1719653077000 1 None None Roads Package 688 -B Pipe culvert 471029.46 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411971 120645 None 2.11(ii)(A) Dismantling of Structures 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 ii) By Mechanical Means b. Rubble stone masonry in cement mortar Cum 212.4 212.4 10.12 False None None False None False 2149.488 0 3411972 120645 None 2.17(ix)B Dismantling of Structures 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 ii) By Mechanical Means B. Above 600 mm to 900 mm dia" m 1293.28 1293.28 7.5 False None None False None False 9699.6 0 3411973 120645 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 59.59 False None None False None False 7172.2524 0 3411974 120645 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates Cum 7067.02 7067.02 3.17 False None None False None False 22402.4534 0 3411975 120645 None 2.11h Steel Fabrication 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. All other type of structures Tonne 93232.98 93232.98 0.28 False None None False None False 26105.2344 0 3411976 120645 None 2.2.1 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 relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.- M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 8012.15 8012.15 26.02 False None None False None False 208476.143 0 3411977 120645 None 9.1 i Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 . (ii). 1000 mm dia m 12705.06 12705.06 12.5 False None None False None False 158813.25 0 3411978 120645 None 12.3A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- A. Granular material Cum 1378.24 1378.24 19.34 False None None False None False 26655.1616 0 3411979 120645 None 14.2 Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Cum 2895.72 2895.72 3.3 False None None False None False 9555.876 0 1719653077000 1 None None Roads Package 688 -B Junction Estimate 1844679.3 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411980 120646 None 2.5 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 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. 100 Sqm 463.74 463.74 1.44 False None None False None False 667.7856 0 3411981 120646 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead Sqm 7.08 7.08 59.1 False None None False None False 418.428 0 3411982 120646 None 15.91 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) Cum 112.1 112.1 254.52 False None None False None False 28531.692 0 3411983 120646 None 3.6 Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 268.31 False None None False None False 156086.6594 0 3411984 120646 None 4.2(v) By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material " Cum 2783.62 2783.62 79.56 False None None False None False 221464.8072 0 3411985 120646 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 3019.62 3019.62 138.75 False None None False None False 418972.275 0 3411986 120646 None 5.3 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Sqm 48.38 48.38 555.0 False None None False None False 26850.9 0 3411987 120646 None 5.3 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sqm 14.16 14.16 555.0 False None None False None False 7858.8 0 3411988 120646 None 5.12(B) Dense Graded Bituminous Macadam Grading - II for traffic less than20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Cum 11047.16 11047.16 52.5 False None None False None False 579975.9 0 3411989 120646 None 5.16B Bituminous Concrete Grading II for traffic less than20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 12820.7 12820.7 31.5 False None None False None False 403852.05 0 1719653077000 1 None None Roads Package 688 -B Field culvert 1077818.32 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411990 120647 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 62.6 False None None False None False 7534.536 0 3411991 120647 None 16.15( c ) 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 parapetsClause 1101.6. (i).750 mm dia m 3935.3 3935.3 120.0 False None None False None False 472236.0 0 3411992 120647 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 559.32 559.32 89.78 False None None False None False 50215.7496 0 3411993 120647 None 2.1.3 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 40 mm nominal size graded crushed coarse aggregates" Cum 7067.02 7067.02 6.16 False None None False None False 43532.8432 0 3411994 120647 None 2.4.2 Providing and laying in position 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 necessary, 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. Cum 8058.03 8058.03 54.6 False None None False None False 439968.438 0 3411995 120647 None 2.11h Steel Fabrication 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. All other type of structures" Tonne 93232.98 93232.98 0.69 False None None False None False 64330.7562 0 1719653077000 0 None None Roads Package 688 -B Road furniture 2599968.72 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3411996 120648 None 8.5 ii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 90 cm equilateral triangle Each 5527.12 5527.12 22.0 False None None False None False 121596.64 0 3411997 120648 None 8.5 iv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (ii) 60 cm equilateral triangle Each 4219.68 4219.68 2.0 False None None False None False 8439.36 0 3411998 120648 None 8.5 viii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (viii) 60 cm circular Each 5070.46 5070.46 33.0 False None None False None False 167325.18 0 3411999 120648 None 8.5 x Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. ( x ) 80 mm x 60 mm rectangular Each 6392.06 6392.06 2.0 False None None False None False 12784.12 0 3412000 120648 None 8.5 xii Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xii) 60 cm x 45 cm rectangular Each 4984.32 4984.32 36.0 False None None False None False 179435.52 0 3412001 120648 None 8.5 xv Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. (xv) 90 cm high octagon Sqm 7672.36 7672.36 7.0 False None None False None False 53706.52 0 3412002 120648 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Sqm 625.4 625.4 1115.45 False None None False None False 697602.43 0 3412003 120648 None 8.13 (i) Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10 cm in width) Sqm 239.54 239.54 17.94 False None None False None False 4297.3476 0 3412004 120648 None 8.16(i) Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (i) 5th kilometre stone (precast)" Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3412005 120648 None 8.16 (ii) 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) Each 3453.86 3453.86 4.0 False None None False None False 13815.44 0 3412006 120648 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 10631.8 10631.8 10.08 False None None False None False 107168.544 0 3412007 120648 None 8.16 Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc- (iii) 200 m stone (precast)" Each 993.56 993.56 11.0 False None None False None False 10929.16 0 3412008 120648 None 8.4 Printing New Letter and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade-English and Roman cm 1.06 1.06 1650.0 False None None False None False 1749.0 0 3412009 120648 None 8.18 Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintin cm 882.64 882.64 100.0 False None None False None False 88264.0 0 3412010 120648 None 8.17 Road Delineators 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-79-2019 and the drawings. No 2384.78 2384.78 75.0 False None None False None False 178858.5 0 3412011 120648 None 1.14.1 Earth work excavation for Foundation depth upto 3 m, as per drawing and technical out, shoring, strutting, barricading, excavated surfaces, disposing off or & stacking the selected earth for reuse m including cost of labour, tools, usage required to complete the work In all kinds of soils Depth upto 3 m Cum 120.36 120.36 408.0 False None None False None False 49106.88 0 3412012 120648 None 8.29(i) Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.Single row for one utility service" Rmtr 2610.16 2610.16 200.0 False None None False None False 522032.0 0 3412013 120648 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of 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." Each 430.7 430.7 875.0 False None None False None False 376862.5 0 1719653077000 0 None None Roads Package 688 -B Electrical works 573518.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412014 120649 None 1.1.1 Ordinary Soil Per Pit 779.33 779.33 25.0 False None None False None False 19483.25 0 3412015 120649 None 1.01 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. For KPTCL & ESCOMs/GM/QS&S/02 Dtd 24.11.2018) as per IS-785" Nos 8767.16 8767.16 20.0 False None None False None False 175343.2 0 3412016 120649 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 20.0 False None None False None False 27580.2 0 3412017 120649 None 1.06 PSCC Pole - 9 Mtr Long, 200 Kg WL (Dwg No. For KPTCL & ESCOMs /GM/QS&S/50 Dtd 24.11.2018) as per REC Standards" Nos 5202.56 5202.56 5.0 False None None False None False 26012.8 0 3412018 120649 None 2.02 Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth Nos 1379.01 1379.01 5.0 False None None False None False 6895.05 0 3412019 120649 None 2.03 11 kV, Special 3 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/03 Dtd 24.11.2018)" No 1089.08 1089.08 5.0 False None None False None False 5445.4 0 3412020 120649 None 3.01 11 kV, Cross Arm with HT Top Support (glass reinforced hot pressed SMC compound)" Set 890.84 890.84 5.0 False None None False None False 4454.2 0 3412021 120649 None 6.05 11 kV, 5 kN Composite/Polymeric Pin Insulator (24 mm dia FRP Rod) Nos 254.0 254.0 20.0 False None None False None False 5080.0 0 3412022 120649 None 6.08 DISC Insulator 45 kN Porcelain Nos 631.89 631.89 20.0 False None None False None False 12637.8 0 3412023 120649 None 6.05 Releasing of Rabbit Conductor Per Km 4970.87 4970.87 0.135 False None None False None False 671.06745 0 3412024 120649 None 7.02 ACSR Conductor as per IS-398 (Part - 2/1996)Rabbit ACSR(6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Kms 57283.93 57283.93 1.0 False None None False None False 57283.93 0 3412025 120649 None 6.02 Stringing of Rabbit Conductor (including pin binding, providing jumps, dead ending, etc.,)" Per Km 6483.69 6483.69 3.0 False None None False None False 19451.07 0 3412026 120649 None 9.03 PG Clamp Rabbit to Rabbit No 126.38 126.38 20.0 False None None False None False 2527.6 0 3412027 120649 None 10.06 T - Clamp for Rabbit conductor with hot dipped galvanized bolts, nuts and washers Set 391.52 391.52 20.0 False None None False None False 7830.4 0 3412028 120649 None 2.05 LT 4 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/ GM/QS&S/32 Dtd 24.11.2018) No 358.07 358.07 20.0 False None None False None False 7161.4 0 3412029 120649 None 2.07 LT 2 Pin Cross Arm - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/32 Dtd 24.11.2018) No 163.55 163.55 10.0 False None None False None False 1635.5 0 3412030 120649 None 5.02 Labour charges fixing of LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MSa) For RCC Pole Set 151.16 151.16 20.0 False None None False None False 3023.2 0 3412031 120649 None 5.01 Labour charges Fixing of LT 2 Pin Cross Arm with clamps, bolts, nuts & washers with braces - MSa) For RCC Pole Set 151.16 151.16 10.0 False None None False None False 1511.6 0 3412032 120649 None 6.03 1.1 kV Ceramic Pin Insulator (Shell only) Nos 38.41 38.41 20.0 False None None False None False 768.2 0 3412033 120649 None 6.06 No. 8 Strain Insulator Nos 33.45 33.45 20.0 False None None False None False 669.0 0 3412034 120649 None 2.16 Spiral Earth Electrode Nos 296.12 296.12 10.0 False None None False None False 2961.2 0 3412035 120649 None 4.03 Guarding for Road crossing, Telephone Line Crossing, between HT & LT Line Crossing Mtr 115.23 115.23 20.0 False None None False None False 2304.6 0 3412036 120649 None 24.01 11 kV, GOS a) 200 Amps, Single Break " Set 11708.55 11708.55 2.0 False None None False None False 23417.1 0 3412037 120649 None 13.02 Labour for 11 kV, GOS a) 200 Amps, Single Break" Set 1367.86 1367.86 2.0 False None None False None False 2735.72 0 3412038 120649 None 1.8.1.a a) Pole base for 11/9.5/9/8 Mtr supports (500x650x150mm) Each 338.25 338.25 15.0 False None None False None False 5073.75 0 3412039 120649 None 1.8.1.b b Pole base for 9 Mtr Square Pole (650x650x150mm) Each 438.61 438.61 15.0 False None None False None False 6579.15 0 3412040 120649 None 1.8.2.a 9 Mtr support (650x500x1700mm) Each 3912.76 3912.76 10.0 False None None False None False 39127.6 0 3412041 120649 None 1.8.2.g Guy concreting with Boulders, Mud & SandAs per Drawing No. For KPTCL & ESCOMs/GM/CP/7/dt: 24.10.07.(with out cement) Each 247.8 247.8 5.0 False None None False None False 1239.0 0 3412042 120649 None 21.02 for Poles 25 to 105 Mtr Per Pole 353.12 353.12 1.0 False None None False None False 353.12 0 3412043 120649 None 22.02 For ACSR Conductors 25 to 105 Mtr Per Km 152.4 152.4 0.135 False None None False None False 20.574 0 3412044 120649 None 26.02 9 Mtr RCC/PSCC Pole No 175.94 175.94 5.0 False None None False None False 879.7 0 3412045 120649 None 5.06 Fixing of HT/LT Single Top Support Each 138.77 138.77 5.0 False None None False None False 693.85 0 3412046 120649 None 3.01 Erection of Double Pole Transformer Structure using 9 Mtr Long No 7093.27 7093.27 1.0 False None None False None False 7093.27 0 3412047 120649 None 21.04 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on RCC Pole - 9 Mtr Long, 145 Kg WL - GI" Set 29815.3 29815.3 1.0 False None None False None False 29815.3 0 3412048 120649 None 6.08 Discinsulater45knporcelien No 631.89 631.89 1.0 False None None False None False 631.89 0 3412049 120649 None 19.02 10 kV, 5 kA Lightning Arrester Polymeric type with GROUND DISCONNECTOR No 1962.58 1962.58 1.0 False None None False None False 1962.58 0 3412050 120649 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018)" Set 7930.84 7930.84 1.0 False None None False None False 7930.84 0 3412051 120649 None 67.2 Supplying & Fixing Chemical earthling for grounding. Conduits, IC cut-outs & other equipments backfill compound which is non-corrosive, thermally conductive, potential to permissible limits, superior Fault conduction capacity, non toxic, weather resistance & capable of achieving ohmic value less than one ohm (44/6.19)Using 6ft. Copper bonded rod with backfill compound (44/6.19.2) Caution/Danger Board No 185.85 185.85 1.0 False None None False None False 185.85 0 3412052 120649 None 4.02 Anti Climbing Device (12 Mtr GI Barbed wire) No 110.27 110.27 1.0 False None None False None False 110.27 0 3412053 120649 None 6.18.3 Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc. (43/6.18) 8 SWG GI Wire (44/6.18.3) Mtr 23.54 23.54 300.0 False None None False None False 7062.0 0 3412054 120649 None 17.01 LT Protection Kit (Dwg No. For KPTCL & ESCOMs/GM/QS&S/10 Dtd 24.11.2018)" No 2506.49 2506.49 1.0 False None None False None False 2506.49 0 3412055 120649 None 15.17.1 LT Wiring Kit 63/100 KVA (87/15.17.1) Set 5263.51 5263.51 1.0 False None None False None False 5263.51 0 3412056 120649 None 20.01 11 kV, HG Fuse Unit with Solid Core Insulator 302122 852 (Dwg No. For KPTCL & ESCOMs/GM/QS&S/21 Dtd 24.11.2018) (3 Nos)" Set 1324.49 1324.49 1.0 False None None False None False 1324.49 0 3412057 120649 None 24.01 GOS as per IS-9921, IS-1977 174 11 kV, 200 Amps Single Break GOS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/23 Dtd 24.11.2018)" Set 11708.55 11708.55 1.0 False None None False None False 11708.55 0 3412058 120649 None 24.04 H - Frame Set for fixing 11 kV, 200 Amps Single Break GOS - (For DP structure for providing New GOS for sectionalisation) - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/61 Dtd 24.11.2018)" Set 5367.34 5367.34 1.0 False None None False None False 5367.34 0 3412059 120649 None 27.02 27 Loading & Unloading of Transformer (when maintaince men for loading and unloading are not available in store) Loading 63 kVA " No 353.11 353.11 1.0 False None None False None False 353.11 0 3412060 120649 None 27.03 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3412061 120649 None 27.07 63 kVA No 353.11 353.11 1.0 False None None False None False 353.11 0 3412062 120649 None 27.08 100 kVA No 529.05 529.05 1.0 False None None False None False 529.05 0 3412063 120649 None 24.02 Transporation by Head Load where ever there is no accessability for transporation by vechicle Distribution Transformer 63 kVA & 100 kVA 25 to 105 Mtr Per 100 1172.09 1172.09 2.0 False None None False None False 2344.18 0 3412064 120649 None 26.01 DP Set (2 Pole Strucrure Kit) as per IS-1977 For RCC Pole - 9 Mtr Long, 145KG WL/PSCC Pole - 9 Mtr Long, 300Kg WL - MS (Dwg No. For KPTCL & ESCOMs/GM/QS&S/35 & 63 Dtd 24.11.2018) Set 7930.83 7930.83 1.0 False None None False None False 7930.83 0 3412065 120649 None 54.01 GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long, 3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe: 7.3 Kg No 920.57 920.57 2.0 False None None False None False 1841.14 0 3412066 120649 None 54.02 Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each No 837.56 837.56 2.0 False None None False None False 1675.12 0 3412067 120649 None 54.03 Good Quality Salt for grounding purposes packed in 50 Kg gunny bag No 384.09 384.09 2.0 False None None False None False 768.18 0 3412068 120649 None 54.04 Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified No 2691.1 2691.1 2.0 False None None False None False 5382.2 0 1719653077000 0 None None Roads Package 688 -B-1st year maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412069 120650 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9) Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " 25.20 qty to be executed 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412070 120650 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. "1890Rmtr qty to be executed Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3412071 120650 None PWD SR 2023-24 Volume 3 Item No 10.2 ( Page No91) Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (945 sqm qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412072 120650 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(173.25 sqm qty to be executed) Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412073 120650 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page 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. PWD, Bangalore, (45 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719653077000 0 None None Roads Package 688 -B 2nd year Maintenance 0.0 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412074 120651 None PWD SR 2023-24 Volume 3 Item No 2.5 ( Page No 9 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.(23.40 qty to be executed) " 100 Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412075 120651 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No147 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. (1560 rmtr qty to be executed) " Rmtr 0.01 0.01 0.01 False None None False None False 0.0001 0 3412076 120651 None PWD SR 2023-24 Volume 3 Item No 16.19 ( Page No Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 (585 sqm Qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412077 120651 None PWD SR 2023-24 Volume 3 Item No 10.5 ( Page No 91) Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) - Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2(87.175 qty to be executed) " Sqm 0.01 0.01 0.01 False None None False None False 0.0001 0 3412078 120651 None PWD SR 2023-24 Volume 1 Item No 1.12 ( Page 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. (90 cum qty to be executed) Cum 0.01 0.01 0.01 False None None False None False 0.0001 0 1719653077000 0 None None Roads Package 688 -3rd year maintenance 273123.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412079 120652 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Sqm 519.39 519.39 37.8 False None None False None False 19632.942 0 3412080 120652 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rmtr 7.93 7.93 2520.0 False None None False None False 19983.6 0 3412081 120652 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 51.54 51.54 283.5 False None None False None False 14611.59 0 3412082 120652 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 128.2 128.2 945.0 False None None False None False 121149.0 0 3412083 120652 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 2622.05 2622.05 3.15 False None None False None False 8259.4575 0 3412084 120652 None 16.24i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " No 272.25 272.25 16.0 False None None False None False 4356.0 0 3412085 120652 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 563.0 563.0 86.62 False None None False None False 48767.06 0 3412086 120652 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work." Cum 125.55 125.55 90.0 False None None False None False 11299.5 0 3412087 120652 None 8.1 Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 144.05 144.05 174.0 False None None False None False 25064.7 0 1719653077000 0 None None Roads Package 688 -B 4th year Maintenance 243836.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412088 120653 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. Sqm 537.94 537.94 37.8 False None None False None False 20334.132 0 3412089 120653 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rmtr 8.21 8.21 2520.0 False None None False None False 20689.2 0 3412090 120653 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 53.38 53.38 283.5 False None None False None False 15133.23 0 3412091 120653 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 132.77 132.77 945.0 False None None False None False 125467.65 0 3412092 120653 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 583.11 583.11 86.62 False None None False None False 50508.9882 0 3412093 120653 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work." Cum 130.04 130.04 90.0 False None None False None False 11703.6 0 1719653077000 1 None None Roads Package 688 -B 5th year maintenance 356777.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412094 120654 None 2.6 Clearing & grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment. " Sqm 556.49 556.49 37.8 False None None False None False 21035.322 0 3412095 120654 None 16.19 Maintenance of Drains - The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. " Rmtr 8.5 8.5 2520.0 False None None False None False 21420.0 0 3412096 120654 None 10.3 Maintenance of Earth Shoulder (stripping excess soil) - Stripping excess soil from the shoulder surface to a minimum depth of 150mm to achieve the approved level and compacting with plate compactor including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 3003 " Sqm 55.22 55.22 283.5 False None None False None False 15654.87 0 3412097 120654 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material I irregularities on shoulder to a minimum depth of 150mm to the design level by adding fresh approved soil and compacting it with appropriate equipment including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.3003 " Sqm 137.35 137.35 945.0 False None None False None False 129795.75 0 3412098 120654 None 10.5 Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 " Sqm 603.22 603.22 259.88 False None None False None False 156764.8136 0 3412099 120654 None 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work." Cum 134.52 134.52 90.0 False None None False None False 12106.8 0 1719653077000 1 None None Roads Package 688 -B 6th Year Renewal 12960436.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3412100 120655 None 16.22 Maintenance of Road Signs- Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 " Km 2902.98 2902.98 3.15 False None None False None False 9144.387 0 3412101 120655 None 16.24 i Maintenance of 200 m and km stones - Maintenance of 200 metre and km stones-Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 Painting two coats with synthetic enamel paint " No 301.41 301.41 16.0 False None None False None False 4822.56 0 3412102 120655 None 8.1 Painting of Parapet walls of CD Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803 " Sqm 159.49 159.49 261.0 False None None False None False 41626.89 0 3412103 120655 None 5.3i Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom " Sqm 17.56 17.56 22050.0 False None None False None False 387198.0 0 3412104 120655 None 5.16B Providing and laying Bituminous Concrete Grading II for traffic less than 20 MSA with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 16027.89 16027.89 661.5 False None None False None False 10602449.235 0 3412105 120655 None 5.12(B) Construction of sub-grade and earthen shoulders with approved material ( CBR min 10 %) 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 Cum 581.74 581.74 287.28 False None None False None False 167122.2672 0 3412106 120655 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. " Sqm 775.49 775.49 1048.95 False None None False None False 813450.2355 0 3412107 120655 None 8.43 Supplying & fixing of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in ccordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be ess than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer " Nos 534.07 534.07 1750.0 False None None False None False 934622.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1719653077000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1719653077000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1719653077000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory. None 1719653077000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1719653077000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1719653077000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1719653077000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees prescribed as per E procurement soon after contract has been issued to bidder. None 1719653077000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1719653077000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs None 1719653077000 0 None None ELIGIBILITY The cost of the Tender form shall not be refundable. None 1719653077000 0 None None ELIGIBILITY The employer is not responsible for any delay in accessing E - Procurement Portal. None 1719653077000 0 None None ELIGIBILITY Contractors Should be registered with KPWD Class I Registration. None 1719653077000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1719653077000 0 None None ELIGIBILITY To qualify for award of this contract, each tenderer should upload all details and documents as per Technical and Financial bid attached to this tender. None 1719653077000 0 None None ELIGIBILITY Materials like bitumen, steel, cement etc.,required for the work shall be procured by the tenderer themselves and should got them tested by the quality control authority before use in the work. None 1719653077000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1719653077000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejected. None 1719653077000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Chief Engineer reserves the right to verify the documents before approval. None 1719653077000 0 None None ELIGIBILITY If the tenderer fails to comply with any of the conditions in the technical bid, their financial bid will be liable to be rejected. None 1719653077000 0 None None ELIGIBILITY 0riginal documents / Certificates shall be produced by the Tenderer as mentioned in the Bid document. None 1719653077000 0 None None ELIGIBILITY Item rates are inclusive of 18% GST. Hence the Bidders must Quote the Rates inclusive of GST. None 1719653077000 0 None None ELIGIBILITY GST Shall not be paid separately. None 1719653077000 0 None None ELIGIBILITY Pot holes shall be rectified irrespective of quantities during DLP & Maintenance period. None 1719653077000 0 None None ELIGIBILITY All the items includes all Leads and Lifts, Loading and Unloading, transportation charges, Cost of all materials, Labour, HOM of machineries as per Standard specifications and as directed by the Engineer-in-charge of the work and all other incidental items which are necessary for the successful completion of the work None 1719653077000 0 None None ELIGIBILITY The employer reserves the rights to reject one or all tender without assigning any reason. None 1719653077000 0 None None ELIGIBILITY Financial year will be reckoned as the period between first day of April and thirty first day of March inclusive None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e.,2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24 (b) Satisfactorily completed as prime contractor, at least one similar nature of work value not less than Rs.1439.48Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent, Bill copies shall not be accepted None None None None 3.2 c) - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24 Executed in any one financial year, the following minimum quantities of work: 1. Earth Work for Embankment/ Subgrade/ Shoulders : 32182.76Cum 2. GSB/WMM : 7829.98Cum 3. BM/SDBC/DBM/BC : 4935.31Cum 4.Dry Lean Concrete (DLC)/ Plain Cement Concrete (PCC) : -- 5. Reinforced Cement Concrete (RCC) M20 & higher grades : 235.61cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.3 - Each Tenderer should further demonstrate (c) liquid assets and/or availability of credit facilities of not less than Rs.863.69 Lakhs (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc.) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by owning(i) Machineries to be owned: 1.Hot Mix Plant with Electronic Controls 40-60 TPH and higher capacity: 1 No, 2.Mechanical Paver Finisher:1 No, 3. Static Road Roller: 1 No.4. Vibratory Road Roller: 1 No, 5.Tippers : 4Nos Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Original purchase invoice, Rc book for own None None None None 3.3(b) - Each Tenderer should further demonstrate: Availability by (ii) Machineries could be on Lease/Hire: 1.Wet Mix Plant / Pug mill : 1 No. 2.Truck mounted Bitumen Sprayer: 1 No 3. Motor Grader: 1 No. 4. Vibratory Road Roller (6T to 10T): 2 Nos 5.Tandem Roller: 1No 6.Excavator 0.90 Cum Bucket Capacity:2 No 7.Tipper Trucks:6 Nos 8.Self Loading Concrete Mixer 2 M3 Capacity:3 Nos 9. Water Tanker: 3 No. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Hire / Lease agreement with original invoice of the original owner and specifying period of lease / hire None None None None 3.7 Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity - (AxNx1.5 - B), Where, A - Maximum value of civil engineering works executed in any one year during the last five years taking into account the completed as well as works in progress, N - Number of years prescribed for completion of the works for which tenders are invited 11 month, B - Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 11 month, Note :The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Work done, Balance work done certificate issued by an officer of rank not below the rank of EE or equivalent None None None None 3.2 - To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20, 2020-21, 2021-22 , 2022-23 & 2023-24 (a) Achieved in at least two financial years a minimum financial turnover (in all classes of Civil Engineering construction works only of Rs.5757.92Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Turnover certificate from Registered Chartered Accountant, Balance sheet and Income tax returns
tenderCriterionDocumentList	documentName optional documentTypeText PWD Registration Certificate True Technical Bid Annual turnover certificate along with UDIN True Technical Bid Bid Capacity Calculation as per KW Document True Technical Bid Bankers certificate in the prescribed format issued by Nationalized bank as per KW-4 True Technical Bid Workdone Certificate issued by not below rank of Executive Engineer True Technical Bid EPF registration False Technical Bid Details of Committed Works True Technical Bid Copies of Tax Registration True Technical Bid Affidavit True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1719656551000 version 0 createdDate None modifiedDate None blockNumber Office of the Chief Project Officer, SHDP, Bengaluru street None city Bengaluru state Karnataka pin 560001
tenderRecallDTO	None