createdTs	None
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noticeInvitingTenderDTO	createdTs 1709388811913 version 7 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1930.00 emd 181400.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 07-03-2024 11:00:00 technicalBidOpen 12-03-2024 17:00:00 publishedDate 02-03-2024 19:49:36 publishedByPost RDPR_EE_DIV_HAV publishedByUser KPE10886 - D JAYARAMA NAIK bidValidityPeriod 90 noOfCalls 3 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson EE PRE Division Haveri splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08375232454 mobileNumber 9008677363 tenderSupplierList None
tenderSchedule	createdTs 1709388811915 version 22 createdDate None modifiedDate None tenderNumber RDPR/2023-24/OW/WORK_INDENT1743/CALL-3 title Work of Development At Tadas Village in Shiggaon Taluk of Haveri District. Under the scheme of Gram Vikas. description Work of Development At Tadas Village in Shiggaon Taluk of Haveri District. Under the scheme of Gram Vikas. category WORKS categoryText Works ecv 7683436.33 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 940 locationName RDPR Division Office Haveri provisionalAmount 9300000.0 groupOverheadTotal None fileNumber AEE/PRE-Sub-Dn/SGV/Gram-vikash/Tadas/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709388812000 1 None None Other Works Work of Development At Tadas Village (Road & Drain) 4816017.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2893760 94759 None 3.7 V-III CC road : (W.No.1)Compacting Original Groun Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 87.0 87.0 36.0 False None None False None False 3132.0 0 2893761 94759 None 3.6 V-III Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 413.0 413.0 36.0 False None None False None False 14868.0 0 2893762 94759 None 4.24 V-III Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm Using Screening Type B (11.2mm agg) Cum 2280.0 2280.0 16.88 False None None False None False 38486.4 0 2893763 94759 None 20.29 V-III Cement Concrete Pavemen (Without dowel bars) Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6512.0 6512.0 33.75 False None None False None False 219780.0 0 2893764 94759 None 3.6 V-III Construction of Subgrade and Earthen Shoulder, Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 413.0 413.0 2.55 False None None False None False 1053.15 0 2893765 94759 None 1.14.1 V-I CC Drain:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 93.6 False None None False None False 6832.8 0 2893766 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 12.6 False None None False None False 69980.4 0 2893767 94759 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 32.85 False None None False None False 264665.88 0 2893768 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88059.0 88059.0 1.15 False None None False None False 101267.85 0 2893769 94759 None 1.14.1 V-I Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In all kinds of soils Depth upto 3 m etc complete with all lead & lifts Cum 73.0 73.0 7.06 False None None False None False 515.38 0 2893770 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Cum 5554.0 5554.0 0.67 False None None False None False 3721.18 0 2893771 94759 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering charges 5%) Cum 6266.4 6266.4 2.18 False None None False None False 13660.752 0 2893772 94759 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 20%) Cum 7423.2 7423.2 1.12 False None None False None False 8313.984 0 2893773 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.11 False None None False None False 9686.49 0 2893774 94759 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.09 False None None False None False 7942.41 0 2893775 94759 None 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Cum 258.3 258.3 1.23 False None None False None False 317.709 0 2893776 94759 None 1.14.1 V-I CC Drain:(W.No.2)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 166.92 False None None False None False 12185.16 0 2893777 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 22.47 False None None False None False 124798.38 0 2893778 94759 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 58.59 False None None False None False 472047.912 0 2893779 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88059.0 88059.0 2.05 False None None False None False 180520.95 0 2893780 94759 None 1.14.1 V-I RCC Deck:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 7.56 False None None False None False 551.88 0 2893781 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 0.72 False None None False None False 3998.88 0 2893782 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 6266.4 6266.4 2.34 False None None False None False 14663.376 0 2893783 94759 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 20%) Cum 7423.2 7423.2 1.2 False None None False None False 8907.84 0 2893784 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.12 False None None False None False 10567.08 0 2893785 94759 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.1 False None None False None False 8824.9 0 2893786 94759 None 11.2  Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Cum 258.3 258.3 1.32 False None None False None False 340.956 0 2893787 94759 None 3.7 V-III CC road : (W.No.3)Compacting Original Groun Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 87.0 87.0 29.25 False None None False None False 2544.75 0 2893788 94759 None 3.6 V-III Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 413.0 413.0 29.25 False None None False None False 12080.25 0 2893789 94759 None 4.24 V-III Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm Using Screening Type B (11.2mm agg) Cum 2280.0 2280.0 14.63 False None None False None False 33356.4 0 2893790 94759 None 20.29 V-III Cement Concrete Pavemen (Without dowel bars) Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6512.0 6512.0 29.25 False None None False None False 190476.0 0 2893791 94759 None 1.14.1 V-I CC Drain:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 72.8 False None None False None False 5314.4 0 2893792 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 9.8 False None None False None False 54429.2 0 2893793 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 25.55 False None None False None False 205851.24 0 2893794 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88059.0 88059.0 0.89 False None None False None False 78372.51 0 2893795 94759 None 1.14.1 V-I CC Drain:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 104.0 False None None False None False 7592.0 0 2893796 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 14.0 False None None False None False 77756.0 0 2893797 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 36.5 False None None False None False 294073.2 0 2893798 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88059.0 88059.0 1.28 False None None False None False 112715.52 0 2893799 94759 None 1.14.1 V-I RCC Deck:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In all kinds of soils Depth upto 3 m Cum 73.0 73.0 6.48 False None None False None False 473.04 0 2893800 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Cum 5554.0 5554.0 0.72 False None None False None False 3998.88 0 2893801 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering charges 5%) Cum 6266.4 6266.4 1.98 False None None False None False 12407.472 0 2893802 94759 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 20%) Cum 7423.2 7423.2 1.2 False None None False None False 8907.84 0 2893803 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.1 False None None False None False 8805.9 0 2893804 94759 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.1 False None None False None False 8824.9 0 2893805 94759 None 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Cum 258.3 258.3 1.32 False None None False None False 340.956 0 2893806 94759 None 3.7 V-III Compacting Original Groun Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 87.0 87.0 58.05 False None None False None False 5050.35 0 2893807 94759 None 4.24 V-III Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm Using Screening Type B (11.2mm agg) Cum 2280.0 2280.0 29.03 False None None False None False 66188.4 0 2893808 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 5968.0 5968.0 58.05 False None None False None False 346442.4 0 2893809 94759 None 1.14.1 V-I CC Drain:(W.No.5Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 140.4 False None None False None False 10249.2 0 2893810 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 18.9 False None None False None False 104970.6 0 2893811 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 62.42 False None None False None False 502905.456 0 2893812 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88059.0 88059.0 2.18 False None None False None False 191968.62 0 2893813 94759 None 1.14.1 V-I RCC Deck:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In all kinds of soils Depth upto 3 m Cum 73.0 73.0 15.46 False None None False None False 1128.58 0 2893814 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Cum 5554.0 5554.0 1.34 False None None False None False 7442.36 0 2893815 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering charges 5%) Cum 6266.4 6266.4 4.37 False None None False None False 27384.168 0 2893816 94759 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 20%) Cum 7423.2 7423.2 2.24 False None None False None False 16627.968 0 2893817 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.22 False None None False None False 19372.98 0 2893818 94759 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.18 False None None False None False 15884.82 0 2893819 94759 None 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Cum 258.3 258.3 2.46 False None None False None False 635.418 0 2893820 94759 None 1.14.1 V-I CC Drain:(W.No.6)Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 73.0 73.0 130.0 False None None False None False 9490.0 0 2893821 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 17.5 False None None False None False 97195.0 0 2893822 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 8056.8 8056.8 45.63 False None None False None False 367631.784 0 2893823 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Tonne 88249.0 88249.0 1.6 False None None False None False 141198.4 0 2893824 94759 None 1.14.1 V-I RCC Deck:Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work, In all kinds of soils Depth upto 3 m Cum 73.0 73.0 27.6 False None None False None False 2014.8 0 2893825 94759 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Cum 5554.0 5554.0 3.6 False None None False None False 19994.4 0 2893826 94759 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering charges 5%) Cum 6266.4 6266.4 7.8 False None None False None False 48877.92 0 2893827 94759 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 20%) Cum 7423.2 7423.2 4.0 False None None False None False 29692.8 0 2893828 94759 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.39 False None None False None False 34343.01 0 2893829 94759 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.32 False None None False None False 28239.68 0 2893830 94759 None 11.2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil) Cum 258.3 258.3 4.4 False None None False None False 1136.52 0 1709388812000 0 None None Other Works Construction of Buildings at Tadas Village 999036.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2893831 94760 None 1.16.1 V-I Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including Cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including Cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 419.0 419.0 5.8 False None None False None False 2430.2 0 2893832 94760 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 0.12 False None None False None False 666.48 0 2893833 94760 None 2.2.2.1 V-I Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6158.37 6158.37 0.36 False None None False None False 2217.0132 0 2893834 94760 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 10516.2 10516.2 0.11 False None None False None False 1156.782 0 2893835 94760 None 19.29 V-II Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge Sqm 132.0 132.0 173.25 False None None False None False 22869.0 0 2893836 94760 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9897.6 9897.6 11.18 False None None False None False 110655.168 0 2893837 94760 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9279.0 9279.0 25.99 False None None False None False 241161.21 0 2893838 94760 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 9279.0 9279.0 2.99 False None None False None False 27744.21 0 2893839 94760 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 5.319 False None None False None False 469396.431 0 2893840 94760 None 11.16.2 V-II Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 500.0 500.0 65.85 False None None False None False 32925.0 0 2893841 94760 None 6.14 V-II Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work Sqm 908.0 908.0 54.0 False None None False None False 49032.0 0 2893842 94760 None 8.3.2 V-II Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 276.0 276.0 113.4 False None None False None False 31298.4 0 2893843 94760 None 8.28 V-II Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 113.4 113.4 66.0 False None None False None False 7484.4 0 1709388812000 0 None None Other Works Construction of Buildings At Tadas Village (Temple,Masidi etc.) 612466.42 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2893844 94761 None 3.7 V-III Compacting Original Groun Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 87.0 87.0 8.44 False None None False None False 734.28 0 2893845 94761 None 3.6 V-III Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 413.0 413.0 5.63 False None None False None False 2325.19 0 2893846 94761 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 5.625 False None None False None False 31241.25 0 2893847 94761 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 5968.0 5968.0 7.031 False None None False None False 41961.008 0 2893848 94761 None 6.14 V-II Durgamma temple: Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement:6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 894.0 894.0 35.0 False None None False None False 31290.0 0 2893849 94761 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 45%) Cum 8969.7 8969.7 2.1 False None None False None False 18836.37 0 2893850 94761 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 50%) Cum 9279.0 9279.0 1.147 False None None False None False 10643.013 0 2893851 94761 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 70%) Cum 10516.2 10516.2 0.108 False None None False None False 1135.7496 0 2893852 94761 None 11.16.2 V-II Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 63.22 63.22 500.0 False None None False None False 31610.0 0 2893853 94761 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.34 False None None False None False 30004.66 0 2893854 94761 None 2.1.3 V-I Eshawar temple:Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 0.69 False None None False None False 3832.26 0 2893855 94761 None 6.32 V-II Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1202.0 1202.0 24.0 False None None False None False 28848.0 0 2893856 94761 None 1.9 V-I Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 201.0 201.0 30.0 False None None False None False 6030.0 0 2893857 94761 None 2.4.2 V-I Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately), M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Cum 5968.0 5968.0 2.5 False None None False None False 14920.0 0 2893858 94761 None 8.9 V-II Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge Sqm 322.0 322.0 24.0 False None None False None False 7728.0 0 2893859 94761 None 3.7 V-III Jain Mandir: Compacting Original Groun Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction Cum 87.0 87.0 4.46 False None None False None False 388.02 0 2893860 94761 None 3.6 V-III Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 413.0 413.0 4.46 False None None False None False 1841.98 0 2893861 94761 None 4.24 V-III Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical means Grading-II (53 mm to 22.4 mm Using Screening Type B (11.2mm agg) Cum 2280.0 2280.0 2.23 False None None False None False 5084.4 0 2893862 94761 None 20.29 V-III Cement Concrete Pavemen (Without dowel bars) Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6512.0 6512.0 4.46 False None None False None False 29043.52 0 2893863 94761 None 2.1.2 V-I Khadriya Madarasa: Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 2.074 False None None False None False 11518.996 0 2893864 94761 None 9.17.1 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 500x500 mm Sqm 1102.0 1102.0 20.74 False None None False None False 22855.48 0 2893865 94761 None 2.5.2 V-I Yallapur Moharam Panja Masidi: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 50%) Cum 9279.0 9279.0 5.28 False None None False None False 48993.12 0 2893866 94761 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 60%) Cum 9897.6 9897.6 4.04 False None None False None False 39986.304 0 2893867 94761 None 14.1 V-I Supplying fitting & placing TMT Fe-550 bar reinforcement to super structure complete as per Specifications Tonne 88249.0 88249.0 0.932 False None None False None False 82248.068 0 2893868 94761 None 6.14 V-II Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:3 (1 cement :3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Sqm 908.0 908.0 26.0 False None None False None False 23608.0 0 2893869 94761 None 11.16.2 Hanumant temple: Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 136.0 136.0 453.75 False None None False None False 61710.0 0 2893870 94761 None 7.1.1 Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. 0.63 mm thick with zinc coating not less than 275 g Sqm 795.0 795.0 30.25 False None None False None False 24048.75 0 1709388812000 0 None None Other Works Work of Development At Tadas Village in Shiggaon Taluk (Solar Light) 248593.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2893871 94762 None 1.5.1 V-I Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Cum 229.0 229.0 0.43 False None None False None False 98.47 0 2893872 94762 None 2.1.2 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5206.0 5206.0 0.07 False None None False None False 364.42 0 2893873 94762 None 2.2.1.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 5968.0 5968.0 0.36 False None None False None False 2148.48 0 2893874 94762 None 13.1 V-III Supplying, Fitting and Placing TMT Fe-550 bar. Reinforcement in sub-structure complete as per Drawing and Technical Specifications Tonne 88059.0 88059.0 0.0126 False None None False None False 1109.5434 0 2893875 94762 None 11.9.4 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit/ miss-wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50/60Hz application. Compliance to IS 10322/ IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m/w, nominal CRI 75. Luminaire manufacturer should have in- house facility accredited by NABL / CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark / name shall be Engraved / Embossing on the die cast housing / Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/LED Floodlight 150W Nos 11128.0 11128.0 8.0 False None None False None False 89024.0 0 2893876 94762 None 4.2.7 Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for .m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 9 m - Top 70 mm and Bottom 155 mm dia Nos 17419.0 17419.0 2.0 False None None False None False 34838.0 0 2893877 94762 None 5.42.1 Fabricating supplying and mounting MS box made out .SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clA with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete. 14 SWG cm 0.43 0.43 15000.0 False None None False None False 6450.0 0 2893878 94762 None 4.3.4 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. Sqm 59.0 59.0 20.0 False None None False None False 1180.0 0 2893879 94762 None 2.5.2 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 3C X 1.5 mm2 Mtr 69.0 69.0 140.0 False None None False None False 9660.0 0 2893880 94762 None 3.9 Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing wood or metal box using N. F. screws. cm 0.26 0.26 4000.0 False None None False None False 1040.0 0 2893881 94762 None 5.13.2 Supply and fixing of 4pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947. 40 A Each 2126.0 2126.0 2.0 False None None False None False 4252.0 0 2893882 94762 None 5.17.4 Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32 A DP Each 1103.0 1103.0 2.0 False None None False None False 2206.0 0 2893883 94762 None 5.7.2 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers. 32 A Each 200.0 200.0 4.0 False None None False None False 800.0 0 2893884 94762 None 5.47 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting. Each 2079.0 2079.0 4.0 False None None False None False 8316.0 0 2893885 94762 None 5.20.1 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240/450V upto 300mA sensitivity on existing wood/panel board. 16-25 A 2 pole Each 2536.0 2536.0 4.0 False None None False None False 10144.0 0 2893886 94762 None 5.6.4 Supply and fixing polished wood board made of not less than 15mm thick plank on both sides of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws. 12" x 12" x 2" Each 162.0 162.0 2.0 False None None False None False 324.0 0 2893887 94762 None 32.05 1.1 KV, XLPE or Heat resistant PVC insulated, PVC exutruted lnner seath armoured LTUG Cable as per IS-1554 (Part-1) or IS-798 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI trips-4x0.8mm) BESCOM Part 3 11kv materials Km 183442.0 183442.0 0.2 False None None False None False 36688.4 0 2893888 94762 None 29.02 Earth work excavation for cable trench of 0.5 to 0.75 mtr. width and depth upto 1 mtr including trial pits, depositing on bank upto a lead of 50 mtr, supplying and displaying necessary danger boards and Lighting, Using sight rails and sign boards at every 100 mtr wherever necessary as directed. cm 260.0 260.0 50.0 False None None False None False 13000.0 0 2893889 94762 None 30.05 Transporting cable from stone to work spot including loading and unloading (including crane and other equipment charges if any) 2.5 to 25 sqmm (single/3/5/4 core) Km 894.0 894.0 0.2 False None None False None False 178.8 0 2893890 94762 None 31.05 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hune pipe using wooden/Aluminum rollers as directed by the departmental staff 2.5 to 25 sqmm Km 16159.0 16159.0 0.2 False None None False None False 3231.8 0 2893891 94762 None 73.04 HDPE/PLB pipe 50/42 mm Km 82906.0 82906.0 0.2 False None None False None False 16581.2 0 2893892 94762 None 007 Earthing materials pipe type for grounding (Single Electrode with accessories) Set 2205.0 2205.0 2.0 False None None False None False 4410.0 0 2893893 94762 None 011 GI Wire 8 SWG Kg 77.85 77.85 10.0 False None None False None False 778.5 0 2893894 94762 None 49.04 GI Pipe B-Class as per IS-1239GI Pipe - 40mm dia Mtr 295.0 295.0 6.0 False None None False None False 1770.0 0 1709388812000 0 None None Other Works Work of Development At Tadas Village in Shiggaon Taluk (Library,Shahiti kalavid,Sabha Bhavan,Bayalu Rangamandir) 1007322.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2893895 94763 None 1.16.1 V-I Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth upto 1.50m Cum 419.0 419.0 22.14 False None None False None False 9276.66 0 2893896 94763 None 2.1.3 V-I Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 5554.0 5554.0 16.0 False None None False None False 88864.0 0 2893897 94763 None 5.2 V-II Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5543.0 5543.0 17.01 False None None False None False 94286.43 0 2893898 94763 None 1.9 V-I Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 204.0 204.0 63.024 False None None False None False 12856.896 0 2893899 94763 None 6.32 V-II Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 1196.0 1196.0 65.83 False None None False None False 78732.68 0 2893900 94763 None 6.34 V-I Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Sqm 946.0 946.0 14.04 False None None False None False 13281.84 0 2893901 94763 None 2.2.2.1 V-I Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6158.37 6158.37 3.24 False None None False None False 19953.1188 0 2893902 94763 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 70%) Cum 10516.2 10516.2 2.51 False None None False None False 26395.662 0 2893903 94763 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 50%) Cum 9279.0 9279.0 3.08 False None None False None False 28579.32 0 2893904 94763 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 60%) Cum 9897.6 9897.6 0.68 False None None False None False 6730.368 0 2893905 94763 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 60%) Cum 9279.0 9279.0 1.5 False None None False None False 13918.5 0 2893906 94763 None 11.32 V-I Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) Kgs 92.0 92.0 2093.33 False None None False None False 192586.36 0 2893907 94763 None 9.24 V-II Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Sqm 2870.0 2870.0 55.68 False None None False None False 159801.6 0 2893908 94763 None 8.6.1 V-II Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 274.0 274.0 119.28 False None None False None False 32682.72 0 2893909 94763 None 8.3.1 V-II Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 299.0 299.0 134.16 False None None False None False 40113.84 0 2893910 94763 None 8.33.1 V-II Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 118.0 118.0 119.28 False None None False None False 14075.04 0 2893911 94763 None 8.30 V-II Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 136.0 136.0 134.16 False None None False None False 18245.76 0 2893912 94763 None 15.1 V-II Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per m2 to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 745.0 745.0 53.76 False None None False None False 40051.2 0 2893913 94763 None 11.6.1 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Sqm 2510.0 2510.0 28.8 False None None False None False 72288.0 0 2893914 94763 None 8.34.3 V-II Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 37.0 37.0 28.8 False None None False None False 1065.6 0 2893915 94763 None 8.33.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 106.0 106.0 28.8 False None None False None False 3052.8 0 2893916 94763 None 8.51V-II Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge Sqm 83.0 83.0 119.28 False None None False None False 9900.24 0 2893917 94763 None 2.5.2 V-I Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Centering Charges 60%) Cum 9897.6 9897.6 3.09 False None None False None False 30583.584 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709388812000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709388812000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709388812000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1709388812000 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 1709388812000 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 1709388812000 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 1709388812000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1709388812000 0 None None ELIGIBILITY The contractor should provide daily there staff members on site None 1709388812000 0 None None ELIGIBILITY If there is any objection regarding tender, eligibility of contractors, documents etc. The objection must be submitted before last date & time of submission of tender directly to Executive Engineer, PRE Dn, Haveri. (Not in inward). None 1709388812000 0 None None ELIGIBILITY All the scanned documents pertaining to bidder to be uploaded shall be in original & same original should be produced to The Executive Engineer (at the time of technical opening) who reserves right to verify the original documents before approval. None 1709388812000 0 None None ELIGIBILITY The work subjected to third party inspection and inspection by other govt agencies third party inspection cost is borne by the contractor at the rate of 0.5% of the gross amount of the bill third party agency is appointed by the dept. None 1709388812000 0 None None ELIGIBILITY Tenderer must have achieved in at least two financial years an average minimum financial Turn over (in all classes of civil construction works only) per financial year (ABSTRACT STATEMENT FROM CA OF 5 YEARS) None 1709388812000 0 None None ELIGIBILITY The original documents should be produced for verification at any stage of tender process as and when sought for, failing which the bidders are liable for disqualification. None 1709388812000 0 None None ELIGIBILITY Aspiring bidders/ contractors who have not obtained the user ID & Password for participating in E-Pproc in PRED,, may now obtain the same from the website www.epro.karnataka.gov.in through link contractors can contact Helpdesk HP-080 25201227 & 080 25501216 None 1709388812000 0 None None ELIGIBILITY Bidders/ Contractors can access tender document on the website, fill them and submit the completed tender document into electronic tender on the website itself with in the stipulated date. The blank tender document can be obtained through our website www.epro.karnataka.gov.in where electronic tender form is provided. Additional conditions and information also can be obtained through the above mentioned site. None 1709388812000 0 None None ELIGIBILITY Contractors whose EMD has been forfeited already or black listed are not permitted to participate for this bid. Any tender submitted by such agencies will be rejected. None 1709388812000 0 None None ELIGIBILITY Incase of Cancellation of Tender, tender application fee will not be refunded or adjusted in any case. None 1709388812000 0 None None ELIGIBILITY Bidders/contractors should attach all the scanned copies of the certificates along with their registration copy with documents pertaining to the prequalification as mentioned above(as per condition No 3 on or before the last date and time mentioned through electronic tender in the website None 1709388812000 0 None None ELIGIBILITY Any arbitrary clause is not applicable to the above works. Conditional tenders are liable for rejection. None 1709388812000 0 None None ELIGIBILITY To qualify for award of the Contract, each bidder should have attained in the last five years i.e. 2018-19 to 2022-23: a) achieved in at least two financial years a minimum financial turnover (Turnover certificate with Profit and loss statements and IT returns ) (in all classes of civil engineering construction works only) Rs: 90.67 Lakhs.(Including 18% GST) b) Satisfactorily completed as a prime contractor, at least one similar nature of work such as C C road work Rs. 24.08 lakhs (Including 18% GST) and Building work of value not less than Rs.13.09 lakhs (Including 18% GST) in any one year.( usually not less than 50% of the estimated value of contract) None 1709388812000 0 None None ELIGIBILITY Any taxes shall be paid as per the prevailing orders at that time. None 1709388812000 0 None None ELIGIBILITY Bidder must be executed 80% of quantities in any one year during last 5 years i.e. 2017-18 to 2021-22 provided in BOQ , for the items stated in bid document None 1709388812000 0 None None ELIGIBILITY The contractor should provide daily there staff members on site None 1709388812000 0 None None ELIGIBILITY Participating bidders contractors in the tender should submit the following documents along with Technical Bid in addition to documents details required as per KW-3. None 1709388812000 0 None None ELIGIBILITY Materials to be utiliszed for the work must be tested in PRED labs and quality control test reports must be enclosed to the bills. Cost of quality control tests must be borne by the contractor. None 1709388812000 0 None None ELIGIBILITY After Completion of Work Third Party/SQM/DQM Inspection Reports Submitt with the Bills None 1709388812000 0 None None ELIGIBILITY Successful bidder submitting bids below the amount put to tender will be regularized to submit the difference amount in the form of FDR/TDR/DD/Pledge on the name of EE PRED Haveri within 20 days from the date of receiving the letter of acceptance. additional security paid for unbalanced tenders Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008. None 1709388812000 0 None None ELIGIBILITY The Eligible Contractor Should Agree the KW-3 Bid Document Conditions. None 1709388812000 0 None None ELIGIBILITY The Work constructed under this programme shall be of very high standard, requiring no major repairs for three (1)years after completion of construction the contractors shall have to give guarantee for 1 years maintenance None 1709388812000 0 None None ELIGIBILITY The item rates are excluding GST but inclusive of all other charges. None 1709388812000 0 None None ELIGIBILITY GST shall be paid to the tendered amount separately. None 1709388812000 0 None None ELIGIBILITY Any over writing of civil engineering words and measurements should be clarified the considered department ( No claims shoulbe considered). None 1709388812000 0 None None ELIGIBILITY The Project Completion period is 6 months and the defect liability period of the work is (1) One year after successful completion of the work. (including Monsoon). None 1709388812000 0 None None ELIGIBILITY Tenderer must have liquid assets and/or availability of credit facilities of not less than Rs.27.20 Lakhs Credit lines/letter of credit/certificates from banks for meeting the fund requirement etc. issued the Nationalised bank should be furnished by the contractor And LOC issued by such a bank should be of unconditional nature. None 1709388812000 0 None None ELIGIBILITY Only Class-3 & above registered contractors are eligible to apply for this tender None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Contractor should upload contract registration copy enrolled in PWD (Class 3/above registration copy) Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Satisfactorily completed similar nature of work ( at least 50% of the contract value), as prime contractor, at least one similar work such as C C road work Rs. 24.08 lakhs (Including 18% GST) and Building work of value not less than Rs.13.09 lakhs (Including 18% GST) (usually not less than 50% estimated value of contract) (2018-19 to 2022-23) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None PAN & GST Certificate Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- PAN & GST Certificate None None None None Tenderer must have completed physical work done as perscribed in bid document KW-3 Executed in any year the following (80%) quantities of work during last 5 years i.e. 2018-19 to 2022-23 provided in BOQ: 1)Earthwork (Eaxcavation/Subgrade/Embankment) Cum 900.19 2)WBM/WMM Cum 62.77 3)CC Pavement/PCC/RCC Cum 619.68 4)BBM/SSM/Solid block(sqm)/UCR Cum 38.50 5)TMT Steel reinforcement Tonne 18.51 6)Flooring Sqm 76. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantities of work None None None None To qualify for award of this contract, each tenderer in its name should have in the last five years, i.e. (2018-19 to 2022-23) achieved in at least two financial years an average annual financial turnover is not less than amount put tender (in all classes of civil engineering construction works only) of Rs. Rs: 90.67 Lakhs. (Including 18% GST) with UDIN No. certified by Authourized charted Accountant. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Bid capacity. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Bid capacity. None None None None Tenderer must have liquid assets and /or availability of credit facilities of not less than Rs.27.20 Lakhs Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. issued the Nationalized bank should be furnished by the contractor And LOC issued by such a bank should be of unconditional nature. (LOC issued by such a banks should be of UNCONDITIONAL) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Postal Address with contact number Others Postal Address with contact number createdTs version createdDate modifiedDate documentName None None None None Others -- Postal Address with contact number
tenderCriterionDocumentList	documentName optional documentTypeText Contractor should upload contract registration copy enrolled in PWD-Class 3/above registration copy True Technical Bid PAN & GST Certificate True Technical Bid Satisfactorily completed similar nature of work at least 50 Percentage of the contract value, as prime contractor, at least one similar work such as C C road work Rs. 24.08 lakhs Including Including 18 Percentage GST and Building work of value not less than Rs.13.09 lakhs Including Including 18 Percentage GST usually not less than 50 Percentage estimated value of contract -2018-19 to 2022-23 True Technical Bid To qualify for award of this contract, each tenderer in its name should have in the last five years, i.e. 2018-19 to 2022-23 achieved in at least two financial years an average annual financial turnover is not less than amount put tender in all classes of civil engineering construction works only of Rs. Rs. 72.65 Lakhs. Including 18 Percentage GST with UDIN No. certified by Authourized charted Accountant. True Technical Bid Tenderer must have liquid assets and /or availability of credit facilities of not less than Rs.27.20 Lakhs Including 18 Percentage GST Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. issued the Nationalized bank should be furnished by the contractor And LOC issued by such a bank should be of unconditional nature. LOC issued by such a banks should be of UNCONDITIONAL True Technical Bid Bid capacity True Technical Bid Postal Address with contact number True Technical Bid Tenderer must have completed physical work done as perscribed in bid document KW-3 Executed in any year the following 80 Percentage quantities of work during last 5 years i.e. 2018-19 to 2022-23 provided in BOQ 1.Earthwork Eaxcavation/Subgrade/Embankment Cum 900.19 2.WBM/WMM Cum 62.77 3.CC Pavement/PCC/RCC Cum 619.68 4.BBM/SSM/Solid block sqm/UCR Cum 38.50 5.TMT Steel reinforcement Tonne 18.51 6.Flooring Sqm 76. True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None