1718698579000 | 1 | None | None | Bridges/Culverts | Construction of culvert and rain at Jummobanahalli Myasarahatti village in Kudligi taluk at KM 0.00 | 4621338.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3301461 | 115082 | None | code01 | BOXCULVERT :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 Cement Concrete Grade M-15 & M-20 (PWD CSR 2023-24 VOL-3 It.No 2.8(ii)A P.10 Rs.719.00/cum | Cum | 754.95 | 754.95 | 56.63 | False | None | None | False | None | False | 42752.8185 | 0 | 3301462 | 115082 | None | code02 | 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 Cement Concrete Grade M-15 & M-20 (PWD CSR 2023-24 VOL-3 It.No 2.11(ii)A P.8 Rs.7180.00/cum | Cum | 189.0 | 189.0 | 22.5 | False | None | None | False | None | False | 4252.5 | 0 | 3301463 | 115082 | None | code03 | Removing all type of Hume pipes and stacking including earthwork and dismantling of masonary works. Upto 600mm dia (PWD CSR 2023-24 VOL-3 It.No 2.17(ix)A P.11 Rs. 957.00/m | m | 1004.85 | 1004.85 | 45.0 | False | None | None | False | None | False | 45218.25 | 0 | 3301464 | 115082 | None | code04 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer In area of light jungle(PWD CSR 2023-24 VOL-3, SL.No.2.5 (II) A) PNo.7 Rs:393.00/100sqm) | 100 Sqm | 412.65 | 412.65 | 5.0 | False | None | None | False | None | False | 2063.25 | 0 | 3301465 | 115082 | None | code05 | Excavation of removal of silt and silt mixed sand in slussy condition from canal bed including disposing off the same in spil bank or on the canal embankment in layers as direcgted etc.,complete with all lead and all lifts (PWD SR 2021-22 V-4 S.No.7.27 Pg No,92 | Cum | 286.65 | 286.65 | 250.0 | False | None | None | False | None | False | 71662.5 | 0 | 3301466 | 115082 | None | code06 | 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 (PWD CSR 2023-24 VOL-1 P.8 S.No.1.14.1) Rs.102.00/cum | Cum | 107.1 | 107.1 | 452.25 | False | None | None | False | None | False | 48435.975 | 0 | 3301467 | 115082 | None | code07 | Supplying ,filling, spreading and leveling, stone boulders of size range 5cm to 20cm in rechjarge pit in the require thickness for allleads and lifts all complete asper direction of engineer-in-charge of work (PWD CSR 2023-24 VOL-2 P.175 S.No.17.1) Rs.1002.00/cum | Cum | 1052.1 | 1052.1 | 13.93 | False | None | None | False | None | False | 14655.753 | 0 | 3301468 | 115082 | None | code08 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) | Cum | 497.7 | 497.7 | 10.45 | False | None | None | False | None | False | 5200.965 | 0 | 3301469 | 115082 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR 2023-24 VOL-1 S.No. 2.1.3 P.No.15 | Cum | 6288.45 | 6288.45 | 27.78 | False | None | None | False | None | False | 174693.141 | 0 | 3301470 | 115082 | None | code10 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works ofbridges, Drain works & other parallel works from 0.50m to 3.50 mheight. 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 (PWD CSR 2023-24 VOL-1 S.No. 2.4.1 P.No.16 Ra.6404.00 | Cum | 6724.2 | 6724.2 | 13.65 | False | None | None | False | None | False | 91785.33 | 0 | 3301471 | 115082 | None | code11 | Apendix-I Additionalities for formwork centering and scaffolding-S.No8- head walls 8% (volume-1 pg No.112) for toe wals | Cum | 537.94 | 537.94 | 13.65 | False | None | None | False | None | False | 7342.881 | 0 | 3301472 | 115082 | None | code12 | 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( PWD SR 2023-24 V-1 P.No.16 S.No.2.4.2) Rs.6323.00/ccum | Cum | 6639.15 | 6639.15 | 9.65 | False | None | None | False | None | False | 64067.7975 | 0 | 3301473 | 115082 | None | code13 | Apendix-I Additionalities for formwork centering and scaffolding- Bridges s/mp/6 box culvert 20% (v-1 pno.112) for depth of kdy slab | Cum | 1327.83 | 1327.83 | 9.65 | False | None | None | False | None | False | 12813.5595 | 0 | 3301474 | 115082 | None | code14 | Curtain wall complete as per drawing and technical specifications cement concrete grade M 15 2507.2 ( SR 2023-24 v-3 P.No.130 I.No.14.8.B Rs.64055.00 | Cum | 6555.15 | 6555.15 | 12.64 | False | None | None | False | None | False | 82857.096 | 0 | 3301475 | 115082 | None | code15 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 v-1 P.No.17 I.No.2.5.2 Rs6843.00/cum | Cum | 7185.15 | 7185.15 | 63.9 | False | None | None | False | None | False | 459131.085 | 0 | 3301476 | 115082 | None | code16 | Apendix-I Additionalities for formwork centering and scaffolding- Bridges s/mp/6 box culvert 20% (v-1 pno.112) Rs.459131 /cum | Cum | 1437.03 | 1437.03 | 63.9 | False | None | None | False | None | False | 91826.217 | 0 | 3301477 | 115082 | None | code17 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( SR 2023-24 v-1 P.No.17 I.No.2.5.2 Rs6843.00/cum | Cum | 7185.15 | 7185.15 | 73.18 | False | None | None | False | None | False | 525809.277 | 0 | 3301478 | 115082 | None | code18 | Apendix-I Additionalities for formwork centering and scaffolding- Bridges s/mp/6 box culvert 20% (v-1 pno.112) for retaining wall | Cum | 718.52 | 718.52 | 73.18 | False | None | None | False | None | False | 52581.2936 | 0 | 3301479 | 115082 | None | code19 | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 950 mm) as per details given IRC-5 (fig-1) (Area 0.254 m 2 for 1 m length) SR 2023-24 V-3 PNo.123 I.No.13.13 A Rs.4168.00/cum | m | 4376.4 | 4376.4 | 34.4 | False | None | None | False | None | False | 150548.16 | 0 | 3301480 | 115082 | None | code20 | 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.SR 2023-24 V-1 PNo.18 S.No.2.11 )Rs.86433.00/t(c) sub-structure and bridges | t | 90754.7 | 90754.7 | 5.7 | False | None | None | False | None | False | 517301.79 | 0 | 3301481 | 115082 | None | code21 | 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.SR 2023-24 V-1 PNo.18 S.No.2.11 )Rs.86658.00/t(c)Super structure of bridges | t | 90990.9 | 90990.9 | 6.1 | False | None | None | False | None | False | 555044.49 | 0 | 3301482 | 115082 | None | code22 | 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.(SR 2023-24 V-3 INo.12.4 P.117) .2677.00/cum | Cum | 2810.85 | 2810.85 | 32.9 | False | None | None | False | None | False | 92476.965 | 0 | 3301483 | 115082 | None | code23 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A Granualar maerials 710.1.1 of IRC :78 & 2200 (SR 2023-24 V-3 I.No.12.3A )pNo.117 Rs.1168.00/cum | Cum | 1226.4 | 1226.4 | 91.04 | False | None | None | False | None | False | 111651.456 | 0 | 3301484 | 115082 | None | code24 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (SR 2023-24 V-3 P.23 INO.4.1.A (v) Rs.2487.00/cum | Cum | 2611.35 | 2611.35 | 8.63 | False | None | None | False | None | False | 22535.9505 | 0 | 3301485 | 115082 | None | code25 | PCC M 15 Grade leveling course below approach slab complete as per drawing and technical specifications 2700 (SR 2023-24 V-3 pno.121 Ino.13.8) | Cum | 7151.55 | 7151.55 | 6.9 | False | None | None | False | None | False | 49345.695 | 0 | 3301486 | 115082 | None | code26 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and technical specifications (Batching plant) 1500,1600,17000& 2704( SR 2023-24 v-3 P.No.122 I.No.13.6 Rs.11835.00/cum | Cum | 12426.8 | 12426.8 | 13.8 | False | None | None | False | None | False | 171489.84 | 0 | 3301487 | 115082 | None | code27 | Providing and laying cement cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications ( Bathching plant ) 2702 (SR 2023-24 V-3 P.No.121 I.No.13.2) Rs.13971.00/cum | Cum | 14669.6 | 14669.6 | 3.23 | False | None | None | False | None | False | 47382.808 | 0 | 3301488 | 115082 | None | code28 | 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 (SR 2023-24 V-3 PNO.117 I.No.12.1 Rs.138/m | m | 144.9 | 144.9 | 70.0 | False | None | None | False | None | False | 10143.0 | 0 | 3301489 | 115082 | None | code29 | 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.(SR 2023-24 V-3 PNO. 124 I.No.13.16 Rs.1795/m | m | 1884.75 | 1884.75 | 22.5 | False | None | None | False | None | False | 42406.875 | 0 | 3301490 | 115082 | None | code30 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighting not less than 40k each complete as per drawing and technical specifications 2503 (SR 2018-19 S.No.14.1 P.No.129) Rs.1912/cum | Cum | 2007.6 | 2007.6 | 13.32 | False | None | None | False | None | False | 26741.232 | 0 | 3301491 | 115082 | None | code31 | Flexible apron: construction of flexible apron 1 m thick comprising of loose stone boulders weighting not less than 40kg beyond curtain wall 2507.2 (SR 2018-19 Ino.14.9 P.No.130) Rs.2049/cum | Cum | 2151.45 | 2151.45 | 33.3 | False | None | None | False | None | False | 71643.285 | 0 | 3301492 | 115082 | None | code32 | Drainage spouts using 100mm GI pipe complete as per drawing and technical specifications 2705 (SR 2023-24 v-3 Pno. 121 INO.13.7)Rs.3271/each | No | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 | 3301493 | 115082 | None | code33 | Painting on concrete surface providing and applying 2 coats water based cement paint to unplastered concrete surface after clearning the surface of dirt, dst oil, grease, efforescence and applying paint @ 1 ltr for 2 m2.800 (SR 2023-24 V-3 Pno.123 I.No.13.14) Rs.84.00/sqm | Sqm | 88.2 | 88.2 | 84.11 | False | None | None | False | None | False | 7418.502 | 0 | 3301494 | 115082 | None | code34 | Providing and laying filter materials undernearth pitching in slopes complete as per drawing and technical specification 2504 (SR 2023-24 V-3 .No.129 I.No. 14.5 ) Rs.3036/cum | Cum | 3187.8 | 3187.8 | 9.0 | False | None | None | False | None | False | 28690.2 | 0 | 3301495 | 115082 | None | code35 | 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 (SR 2023-24 V-3 I.No.14.4A P.No.129) Rs.1912.00/cum | Cum | 2007.6 | 2007.6 | 18.0 | False | None | None | False | None | False | 36136.8 | 0 | 3301496 | 115082 | None | code36 | 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 SR 2023-24 V-3 I.No.8.18 P.No.67 Rs.647.00/each | Each | 679.35 | 679.35 | 16.0 | False | None | None | False | None | False | 10869.6 | 0 | 3301497 | 115082 | None | code37 | Direction and Place identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD CSR 2023-24 VOL-3 It.No S.No 8.7 P.No.65 ) Rs.9010.00/each | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 | 3301498 | 115082 | None | code38 | DIVERSION ROAD :Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granular material insinge row including fixing collar with ement mortar 1:2but excluding excavation, protection works, ackfilling,concrete and masonry works in head walls and parapetsClause 1101.6 Clause 1101.6.1000 mm dia (PWD CSR 2021-22 VOL-3 SL.No.16.15 (c), P.No.146 ) Rs.3335.00/m | m | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | 3301499 | 115082 | None | code39 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) Rs.474.00/cum | Cum | 497.7 | 497.7 | 270.0 | False | None | None | False | None | False | 134379.0 | 0 | 3301500 | 115082 | None | code40 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of bour,rolling,water,all materials,usage& all other appurtenaces requiredto complete the work.(PWD CSR 2023-24 VOL-I, SL.No.1.8 P.No.7 ) Rs.474.00/cum | Cum | 497.7 | 497.7 | 174.0 | False | None | None | False | None | False | 86599.8 | 0 | 3301501 | 115082 | None | code41 | 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 (PWD CSR 2023-24 VOL-3, SL.No.3.6 P.No. 17) | Cum | 517.65 | 517.65 | 25.5 | False | None | None | False | None | False | 13200.075 | 0 | 3301502 | 115082 | None | code42 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (SR 2023-24 V-3 P.23 INO.4.1.A (v) Rs.2487.00/cum | Cum | 2611.35 | 2611.35 | 42.0 | False | None | None | False | None | False | 109676.7 | 0 | 3301503 | 115082 | None | code43 | 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 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(SR 2023-24 V-3 P.26 INO. 4.17 Rs.2559.00/cum | Cum | 2686.95 | 2686.95 | 43.2 | False | None | None | False | None | False | 116076.24 | 0 | 3301504 | 115082 | None | code44 | 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:383:2016:, 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 hannel, 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 ibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work (SR 2023-24 V-3 P.No.149 INo.16.28 Rs.6754.00/cum | Cum | 7091.7 | 7091.7 | 42.0 | False | None | None | False | None | False | 297851.4 | 0 | 3301505 | 115082 | None | code45 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (SR 2023-24 V-1 I.No.1.9 P.No.34) Rs.266.00/cum | Cum | 279.3 | 279.3 | 156.0 | False | None | None | False | None | False | 43570.8 | 0 |
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