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noticeInvitingTenderDTO	createdTs 1708346444435 version 9 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 5000.00 emd 305000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 04-03-2024 11:00:00 technicalBidOpen 12-03-2024 16:30:00 publishedDate 28-02-2024 19:59:18 publishedByPost PWD_EE_DIV_RCR publishedByUser KPE15695 - K SHANKAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 26-02-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Chandrashekar TA splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08532225778 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1708346444470 version 9 createdDate None modifiedDate None tenderNumber PWD/2023-24/BR/WORK_INDENT7979 title CONSTRUCTION OF TWO BRIDGES TO ROAD CONNECTING AROLI VILLAGE TO KURDI VILLAGE IN MANVI TALUK description CONSTRUCTION OF TWO BRIDGES TO ROAD CONNECTING AROLI VILLAGE TO KURDI VILLAGE IN MANVI TALUK category WORKS categoryText Works ecv 20335237.80 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 1695 locationName PWD Division Office Raichuru provisionalAmount 24315000.0 groupOverheadTotal 0.0 fileNumber AEE/PWD/SD/MANVI/KKRDB/BRIDGES/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1708346444000 1 None None Bridges/Culverts CONSTRUCTION OF ROAD BRIDGE NEAR AROLI VILAGE 9655870.97 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2698576 85040 None Vol-3, SI.No.2.8(ii),A, P.No - 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 Cum 754.95 754.95 36.75 False None None False None False 27744.4125 0 2698577 85040 None Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum 189.0 189.0 22.2 False None None False None False 4195.8 0 2698578 85040 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 10.0 False None None False None False 4126.5 0 2698579 85040 None WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition . Cum 373.8 373.8 680.0 False None None False None False 254184.0 0 2698580 85040 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 516.12 False None None False None False 55276.452 0 2698581 85040 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 35.62 False None None False None False 37475.802 0 2698582 85040 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 36.14 False None None False None False 17986.878 0 2698583 85040 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 60.16 False None None False None False 378313.152 0 2698584 85040 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 12.6 False None None False None False 84724.92 0 2698585 85040 None volume-1 Pg No:112 Appendix I Additionalities for Formwork Centering and scaffolding. SI.No.8 head walls 8 percent for Toe walls Cum 537.94 537.94 12.6 False None None False None False 6778.044 0 2698586 85040 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -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 6639.15 6639.15 36.39 False None None False None False 241598.6685 0 2698587 85040 None volume-1 Pg No:112 Appendix I Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent (volume-1 Pg No:112) For Depth of Key Slab Cum 1327.69 1327.69 36.39 False None None False None False 48314.6391 0 2698588 85040 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8. Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.15 6555.15 48.09 False None None False None False 315237.1635 0 2698589 85040 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 297.0 False None None False None False 2133989.55 0 2698590 85040 None volume-1 Pg No:112 Appendix 1 Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent Cum 1437.03 1437.03 297.0 False None None False None False 426797.91 0 2698591 85040 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 52.5 False None None False None False 377220.375 0 2698592 85040 None volume-1 Pg No:112 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10 percent (volume-1 Pg No:112) For Retaining Wall Cum 718.51 718.51 52.5 False None None False None False 37721.775 0 2698593 85040 None COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13. Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4376.4 4376.4 73.6 False None None False None False 322103.04 0 2698594 85040 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. c. Sub structure of Bridges t 90754.7 90754.7 14.86 False None None False None False 1348614.842 0 2698595 85040 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. d. Super structure of Bridges t 90990.9 90990.9 18.9 False None None False None False 1719728.01 0 2698596 85040 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 Cum 2810.85 2810.85 46.47 False None None False None False 130620.1995 0 2698597 85040 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 Cum 1226.4 1226.4 127.78 False None None False None False 156709.392 0 2698598 85040 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No -23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 6.9 False None None False None False 18018.66 0 2698599 85040 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 Cum 7151.55 7151.55 6.9 False None None False None False 49345.695 0 2698600 85040 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 and 2704 Cum 12426.75 12426.75 13.8 False None None False None False 171489.15 0 2698601 85040 None COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 Cum 14670.0 14670.0 12.02 False None None False None False 176333.4 0 2698602 85040 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 m 144.9 144.9 160.0 False None None False None False 23184.0 0 2698603 85040 None COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 m 1885.0 1885.0 60.0 False None None False None False 113100.0 0 2698604 85040 None COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 49.68 False None None False None False 99737.568 0 2698605 85040 None COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Cum 2151.5 2151.5 124.2 False None None False None False 267216.3 0 2698606 85040 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 Nos 3435.0 3435.0 16.0 False None None False None False 54960.0 0 2698607 85040 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 Sqm 88.2 88.2 180.32 False None None False None False 15904.224 0 2698608 85040 None COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 Cum 3187.8 3187.8 9.0 False None None False None False 28690.2 0 2698609 85040 None COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cum 2007.6 2007.6 18.0 False None None False None False 36136.8 0 2698610 85040 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 16.0 False None None False None False 12566.4 0 2698611 85040 None COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 2698612 85040 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No -146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia m 3502.0 3502.0 15.0 False None None False None False 52530.0 0 2698613 85040 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 216.0 False None None False None False 107503.2 0 2698614 85040 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 11.88 False None None False None False 1272.348 0 2698615 85040 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 60.83 False None None False None False 30275.091 0 2698616 85040 None COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 305 Cum 517.65 517.65 13.2 False None None False None False 6832.98 0 2698617 85040 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No -23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Materia Cum 2611.4 2611.4 17.38 False None None False None False 45386.132 0 2698618 85040 None COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 2687.0 2687.0 21.45 False None None False None False 57636.15 0 2698619 85040 None COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work Sqm 7091.7 7091.7 21.12 False None None False None False 149776.704 0 1708346444000 1 None None Bridges/Culverts CONSTRUCTION OF ROAD BRIDGE NEAR KURDI VILAGE 10679366.81 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2698620 85041 None COMMON SR 2023-24, Vol-3 Sl.No.2.8 (ii), A,P.No-10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 Cum 754.95 754.95 56.7 False None None False None False 42805.665 0 2698621 85041 None COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii),A ,P.-10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum 189.0 189.0 32.4 False None None False None False 6123.6 0 2698622 85041 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No-9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 10.0 False None None False None False 4126.5 0 2698623 85041 None WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition Cum 373.8 373.8 800.0 False None None False None False 299040.0 0 2698624 85041 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 613.56 False None None False None False 65712.276 0 2698625 85041 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 25.42 False None None False None False 26744.382 0 2698626 85041 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work Cum 497.7 497.7 36.14 False None None False None False 17986.878 0 2698627 85041 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 64.96 False None None False None False 408497.712 0 2698628 85041 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 20.16 False None None False None False 135559.872 0 2698629 85041 None volume-1 Pg No:112 Appendix I -Additionalities for Formwork, Centering and Scaffolding -SI.No.8-head walls 8percent For Toe Walls Cum 537.94 537.94 20.16 False None None False None False 10844.8704 0 2698630 85041 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -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 6639.15 6639.15 36.72 False None None False None False 243789.588 0 2698631 85041 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centeringand Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent For Depth of Key Slab Cum 1327.69 1327.69 36.72 False None None False None False 48752.7768 0 2698632 85041 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8.B Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.15 6555.15 48.09 False None None False None False 315237.1635 0 2698633 85041 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 297.0 False None None False None False 2133989.55 0 2698634 85041 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20percent Cum 1437.03 1437.03 297.0 False None None False None False 426797.91 0 2698635 85041 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 84.0 False None None False None False 603552.6 0 2698636 85041 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centering and Scaffolding -SI.No.11- Earth Retaining structures 10percent For Retaining Wall Cum 718.51 718.51 84.0 False None None False None False 60354.84 0 2698637 85041 None COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4376.4 4376.4 85.6 False None None False None False 374619.84 0 2698638 85041 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. c. Sub structure of Bridges t 90754.7 90754.7 15.86 False None None False None False 1439369.542 0 2698639 85041 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. d. Super structure of Bridges t 90990.9 90990.9 20.06 False None None False None False 1825277.454 0 2698640 85041 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 Cum 2810.85 2810.85 63.89 False None None False None False 179585.2065 0 2698641 85041 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 Cum 1226.4 1226.4 214.9 False None None False None False 263553.36 0 2698642 85041 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No-23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 11.04 False None None False None False 28829.856 0 2698643 85041 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 Cum 7151.55 7151.55 11.04 False None None False None False 78953.112 0 2698644 85041 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 Cum 12426.75 12426.75 22.08 False None None False None False 274382.64 0 2698645 85041 None COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 Cum 14670.0 14670.0 12.02 False None None False None False 176333.4 0 2698646 85041 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 m 144.9 144.9 160.0 False None None False None False 23184.0 0 2698647 85041 None COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 m 1885.0 1885.0 60.0 False None None False None False 113100.0 0 2698648 85041 None COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 49.68 False None None False None False 99737.568 0 2698649 85041 None COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Cum 2151.5 2151.5 124.2 False None None False None False 267216.3 0 2698650 85041 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 Nos 3435.0 3435.0 16.0 False None None False None False 54960.0 0 2698651 85041 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 Sqm 88.2 88.2 209.72 False None None False None False 18497.304 0 2698652 85041 None COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 Cum 3187.8 3187.8 14.4 False None None False None False 45904.32 0 2698653 85041 None COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cum 2007.6 2007.6 28.8 False None None False None False 57818.88 0 2698654 85041 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 16.0 False None None False None False 12566.4 0 2698655 85041 None COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 2698656 85041 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No-146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia m 3502.0 3502.0 15.0 False None None False None False 52530.0 0 2698657 85041 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 288.0 False None None False None False 143337.6 0 2698658 85041 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 11.88 False None None False None False 1272.348 0 2698659 85041 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 60.83 False None None False None False 30275.091 0 2698660 85041 None COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 305 Cum 517.65 517.65 13.2 False None None False None False 6832.98 0 2698661 85041 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No-23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 17.38 False None None False None False 45386.132 0 2698662 85041 None COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 2687.0 2687.0 21.45 False None None False None False 57636.15 0 2698663 85041 None COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. Sqm 7091.7 7091.7 21.12 False None None False None False 149776.704 0 1708346992000 1 None None Bridges/Culverts CONSTRUCTION OF TWO BRIDGES TO ROAD CONNECTING AROLI VILLAGE TO KURDI VILLAGE IN MANVI TALUK 20335237.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2698784 85051 None COMMON SR 2023-24, Vol-3 Sl.No.2.8 (ii), A,P.No-10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 Cum 754.95 754.95 56.7 False None None False None False 42805.665 0 2698740 85051 None Vol-3, SI.No.2.8(ii),A, P.No - 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 Cum 754.95 754.95 36.75 False None None False None False 27744.4125 0 2698785 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 2.11 (ii),A ,P.-10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum 189.0 189.0 32.4 False None None False None False 6123.6 0 2698741 85051 None Vol-3 Sl.No. 2.11 (ii), A ,P.No - 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means Cum 189.0 189.0 22.2 False None None False None False 4195.8 0 2698786 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No-9 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 10.0 False None None False None False 4126.5 0 2698742 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.(ii) By Mechanical Means using Dozer (A) In area of light jungle 100 Sqm 412.65 412.65 10.0 False None None False None False 4126.5 0 2698787 85051 None WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition Cum 373.8 373.8 800.0 False None None False None False 299040.0 0 2698743 85051 None WRD SR 2023-24, Vol-4 SL.No. 8.24.2 , Pg.No.104 Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition . Cum 373.8 373.8 680.0 False None None False None False 254184.0 0 2698788 85051 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 613.56 False None None False None False 65712.276 0 2698744 85051 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 516.12 False None None False None False 55276.452 0 2698745 85051 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 35.62 False None None False None False 37475.802 0 2698789 85051 None COMMON SR 2023-24,Vol-2 P.NO -175, SI.No -17.1 Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Cum 1052.1 1052.1 25.42 False None None False None False 26744.382 0 2698790 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work Cum 497.7 497.7 36.14 False None None False None False 17986.878 0 2698746 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 36.14 False None None False None False 17986.878 0 2698747 85051 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 60.16 False None None False None False 378313.152 0 2698791 85051 None COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 64.96 False None None False None False 408497.712 0 2698748 85051 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 12.6 False None None False None False 84724.92 0 2698792 85051 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.1 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 20.16 False None None False None False 135559.872 0 2698793 85051 None volume-1 Pg No:112 Appendix I -Additionalities for Formwork, Centering and Scaffolding -SI.No.8-head walls 8percent For Toe Walls Cum 537.94 537.94 20.16 False None None False None False 10844.8704 0 2698749 85051 None volume-1 Pg No:112 Appendix I Additionalities for Formwork Centering and scaffolding. SI.No.8 head walls 8 percent for Toe walls Cum 537.94 537.94 12.6 False None None False None False 6778.044 0 2698750 85051 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -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 6639.15 6639.15 36.39 False None None False None False 241598.6685 0 2698794 85051 None COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -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 6639.15 6639.15 36.72 False None None False None False 243789.588 0 2698795 85051 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centeringand Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent For Depth of Key Slab Cum 1327.69 1327.69 36.72 False None None False None False 48752.7768 0 2698751 85051 None volume-1 Pg No:112 Appendix I Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent (volume-1 Pg No:112) For Depth of Key Slab Cum 1327.69 1327.69 36.39 False None None False None False 48314.6391 0 2698796 85051 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8.B Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.15 6555.15 48.09 False None None False None False 315237.1635 0 2698752 85051 None COMMON SR 2023-24 Vol-3, P.NO -130, SL No -14.8. Curtain wall complete as per drawing and Technical specification Cement concrete Grade M15 2507.2 Cum 6555.15 6555.15 48.09 False None None False None False 315237.1635 0 2698797 85051 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 297.0 False None None False None False 2133989.55 0 2698753 85051 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 297.0 False None None False None False 2133989.55 0 2698798 85051 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20percent Cum 1437.03 1437.03 297.0 False None None False None False 426797.91 0 2698754 85051 None volume-1 Pg No:112 Appendix 1 Additionalities for Formwork, Centering and Scaffolding -Bridges-SI.No.6-Box Culvert 20 percent Cum 1437.03 1437.03 297.0 False None None False None False 426797.91 0 2698799 85051 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 84.0 False None None False None False 603552.6 0 2698755 85051 None COMMON SR 2023-24, Vol-1, Sl.No.2.5.2, P.No 17 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 7185.15 7185.15 52.5 False None None False None False 377220.375 0 2698800 85051 None volume-1 Pg No:112 Appendix I- Additionalities for Formwork, Centering and Scaffolding -SI.No.11- Earth Retaining structures 10percent For Retaining Wall Cum 718.51 718.51 84.0 False None None False None False 60354.84 0 2698756 85051 None volume-1 Pg No:112 Appendix I Additionalities for Formwork, Centering & Scaffolding -SI.No.11- Earth Retaining structures 10 percent (volume-1 Pg No:112) For Retaining Wall Cum 718.51 718.51 52.5 False None None False None False 37721.775 0 2698757 85051 None COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13. Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4376.4 4376.4 73.6 False None None False None False 322103.04 0 2698801 85051 None COMMON SR 2023-24 Vol-3, P.NO -123, SI.No -13.13.A Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed with Reinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m2 for 1 m length) m 4376.4 4376.4 85.6 False None None False None False 374619.84 0 2698758 85051 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. c. Sub structure of Bridges t 90754.7 90754.7 14.86 False None None False None False 1348614.842 0 2698802 85051 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. c. Sub structure of Bridges t 90754.7 90754.7 15.86 False None None False None False 1439369.542 0 2698759 85051 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. d. Super structure of Bridges t 90990.9 90990.9 18.9 False None None False None False 1719728.01 0 2698803 85051 None COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. d. Super structure of Bridges t 90990.9 90990.9 20.06 False None None False None False 1825277.454 0 2698804 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 Cum 2810.85 2810.85 63.89 False None None False None False 179585.2065 0 2698760 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.4 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200 Cum 2810.85 2810.85 46.47 False None None False None False 130620.1995 0 2698805 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 Cum 1226.4 1226.4 214.9 False None None False None False 263553.36 0 2698761 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 Cum 1226.4 1226.4 127.78 False None None False None False 156709.392 0 2698806 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No-23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 11.04 False None None False None False 28829.856 0 2698762 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No -23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 6.9 False None None False None False 18018.66 0 2698807 85051 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 Cum 7151.55 7151.55 11.04 False None None False None False 78953.112 0 2698763 85051 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 2700 Cum 7151.55 7151.55 6.9 False None None False None False 49345.695 0 2698808 85051 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 & 2704 Cum 12426.75 12426.75 22.08 False None None False None False 274382.64 0 2698764 85051 None COMMON SR 2023-24 Vol-3, P.NO -122, SI.No -13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) 1500, 1600, 1700 and 2704 Cum 12426.75 12426.75 13.8 False None None False None False 171489.15 0 2698809 85051 None COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 Cum 14670.0 14670.0 12.02 False None None False None False 176333.4 0 2698765 85051 None COMMON SR 2023-24 Vol-3, P.NO -121, SL. No -13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) 2702 Cum 14670.0 14670.0 12.02 False None None False None False 176333.4 0 2698810 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 m 144.9 144.9 160.0 False None None False None False 23184.0 0 2698766 85051 None COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.1 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. 2706 & 2200 m 144.9 144.9 160.0 False None None False None False 23184.0 0 2698811 85051 None COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 m 1885.0 1885.0 60.0 False None None False None False 113100.0 0 2698767 85051 None COMMON SR 2023-24 Vol-3 Sl.No. 13.16, P.No 124 Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. 2600 m 1885.0 1885.0 60.0 False None None False None False 113100.0 0 2698812 85051 None COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 49.68 False None None False None False 99737.568 0 2698768 85051 None COMMON SR 2018-19 Sl.No. 14.1 , P.No 129 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. 2503 Cum 2007.6 2007.6 49.68 False None None False None False 99737.568 0 2698769 85051 None COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Cum 2151.5 2151.5 124.2 False None None False None False 267216.3 0 2698813 85051 None COMMON SR 2018-19 Sl.No. 14.9 , P.No 130 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507.2 Cum 2151.5 2151.5 124.2 False None None False None False 267216.3 0 2698770 85051 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 Nos 3435.0 3435.0 16.0 False None None False None False 54960.0 0 2698814 85051 None COMMON SR 2023-24 Vol-3, P.NO -121, SI.No -13.7 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification 2705 Nos 3435.0 3435.0 16.0 False None None False None False 54960.0 0 2698771 85051 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 Sqm 88.2 88.2 180.32 False None None False None False 15904.224 0 2698815 85051 None COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 Sqm 88.2 88.2 209.72 False None None False None False 18497.304 0 2698772 85051 None COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 Cum 3187.8 3187.8 9.0 False None None False None False 28690.2 0 2698816 85051 None COMMON SR 2023-24, Vol-3, It.No 14.5, P.No 129 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 2504 Cum 3187.8 3187.8 14.4 False None None False None False 45904.32 0 2698773 85051 None COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cum 2007.6 2007.6 18.0 False None None False None False 36136.8 0 2698817 85051 None COMMON SR 2023-24, Vol-3, It.No 14.4.A, P.No 129 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cum 2007.6 2007.6 28.8 False None None False None False 57818.88 0 2698818 85051 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 16.0 False None None False None False 12566.4 0 2698774 85051 None COMMON SR 2023-24, Vol-3, SL.NO. 8.18, P.NO.67 Boundary pillar / Guard Stone:- Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting Each 785.4 785.4 16.0 False None None False None False 12566.4 0 2698819 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 2698775 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60cm, 60 cm below ground level as per approved drawing Sqm 9460.5 9460.5 0.9 False None None False None False 8514.45 0 2698820 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No-146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia m 3502.0 3502.0 15.0 False None None False None False 52530.0 0 2698776 85051 None COMMON SR 2023-24, Vol-3 Sl.No. 16.15.C, P.No -146 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia m 3502.0 3502.0 15.0 False None None False None False 52530.0 0 2698821 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 288.0 False None None False None False 143337.6 0 2698777 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 216.0 False None None False None False 107503.2 0 2698822 85051 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 11.88 False None None False None False 1272.348 0 2698778 85051 None COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 107.1 107.1 11.88 False None None False None False 1272.348 0 2698823 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 60.83 False None None False None False 30275.091 0 2698779 85051 None COMMON SR 2023-24, Vol-1, SI.No.1.8, P.No - 7 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 60.83 False None None False None False 30275.091 0 2698824 85051 None COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 305 Cum 517.65 517.65 13.2 False None None False None False 6832.98 0 2698780 85051 None COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 305 Cum 517.65 517.65 13.2 False None None False None False 6832.98 0 2698825 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No-23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material Cum 2611.4 2611.4 17.38 False None None False None False 45386.132 0 2698781 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No -23 Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Materia Cum 2611.4 2611.4 17.38 False None None False None False 45386.132 0 2698782 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 2687.0 2687.0 21.45 False None None False None False 57636.15 0 2698826 85051 None COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in Cum 2687.0 2687.0 21.45 False None None False None False 57636.15 0 2698827 85051 None COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work. Sqm 7091.7 7091.7 21.12 False None None False None False 149776.704 0 2698783 85051 None COMMON SR 2021-22, Vol-3 Sl.No.16.28 ,P.No - 149 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in charge of the work Sqm 7091.7 7091.7 21.12 False None None False None False 149776.704 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1708346465000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1708346465000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnatak None 1708346465000 1 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of kppp portal due to internet connectivity issues and technical glitches at bidders end. None 1708348592000 0 None None ELIGIBILITY As per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund. None 1708348606000 0 None None ELIGIBILITY The Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders. None 1708348623000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1708348637000 0 None None ELIGIBILITY The Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification. None 1708348654000 0 None None ELIGIBILITY The Employer reserves the right to Reject any or all Tenders without assigning any reason. None 1708348670000 0 None None ELIGIBILITY Tenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation. None 1708348685000 0 None None ELIGIBILITY Bidders are advised to note that, 18% GST will be added to the contract amount. None 1708348697000 0 None None ELIGIBILITY The Increse in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1708348710000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate, failing which bid is rejected. None 1708348727000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1708348780000 0 None None ELIGIBILITY The work should be completed in 09 (Nine) Months ( including monsoon). None 1708348800000 0 None None ELIGIBILITY The KPWD Code, KTTP Act/Rules ,Delegation of Powers and other Government Orders issued by the Government from time to time will apply. None 1708348811000 0 None None ELIGIBILITY All the specifications in the commercial bid format please be read as with all leads and lifts etc., complete as per specification and as directed by the engineer-in-charge. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) 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 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) , (b) Satisfactory completion as a prime contractor for at least one similar nature of work to an extent of 50% of the cost of the work. Rs. 101.68 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None 3.2. To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-18 to 2022-23) (c) Executed in any one year (for a continuous period of 12 months), the minimum quantities of work: (usually 80% of annual rate or requirement) (a) Earthwork excavation /Subgrade/Embankment : 2628.00 cum (b) Cement Concrete ( PCC / RCC ) : 870.00 Cum. (c) Reinforcement steel : 56.00 Tons. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Quantitywise workdone certificate. None None None None 3.2 (a) To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (between 2018-19 to 2022-23) (a) Achieved in at least two financial years a minimum financial turnover (In all classes of Civil Engineering Construction works only) (not less than 2 times the estimated annual payment under this contract) of Rs 406.70 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years. Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None List of Financial Resources with Certificates Financial Status None createdTs version createdDate modifiedDate documentName None None None None ITR Filed Copy (Mentioning PAN) None None None None 3.3 (b). Liquid assets and or availability of credit facilities of not less than Rs. 67.79 Lakhs. (Credit lines / Letter of credit / Certificates from Banks) for meeting the fund requirement etc. (usually the equivalent of the estimate cash flow for three months in peak construction period. ( NEW FORMAT ENCLOSED AS PER GOVT CIRCULAR NO.FDCAM/16/2022(K-2) DATED:-22-08-2022. Others Bankers certificate / Line of credit createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None List of existing commitments and ongoing works Others existing commitments and ongoing works createdTs version createdDate modifiedDate documentName None None None None Others -- existing commitments and ongoing works None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted None None None None Banker Details for reference Others Banker Details for reference createdTs version createdDate modifiedDate documentName None None None None Others -- Banker Details for reference None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Others key technical and management personnel createdTs version createdDate modifiedDate documentName None None None None Others -- key technical and management personnel
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid PWD Registration Certificate True Technical Bid Similar nature of single work done certificate True Technical Bid Qty wise work done Certificate True Technical Bid Line of credit / Bankers certificate True Technical Bid Existing commitments or Ongoing works True Technical Bid Any other relevant documents. True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1708499140000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer, PWD division Raichur. street None city RAICHUR state Karnataka pin 584101
tenderRecallDTO	None