| 1719400783000 | 0 | None | None | Bridges | Construction of PSC Girder Bridge across river Arkavathi at downstream side of Manchanabele Dam Magadi taluk Ramanagara district | 131031331.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3366488 | 118422 | None | CNN001 | 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 and complete the work as per Specification and as directed by the engineer in Charge | Sqm | 4.82 | 4.82 | 1020.0 | False | None | None | False | None | False | 4916.4 | 0 | | 3366489 | 118422 | None | CNN002 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 882.36 | 882.36 | 95.63 | False | None | None | False | None | False | 84380.0868 | 0 | | 3366490 | 118422 | None | CNN003 | 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 Prestressed / RCC grade M-20 & above and complete the work as per Specification and as directed by the engineer in Charge | Cum | 1359.74 | 1359.74 | 191.25 | False | None | None | False | None | False | 260050.275 | 0 | | 3366491 | 118422 | None | CNN004 | 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. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means and complete the work as per Specification and as directed by the engineer in Charge | Cum | 220.9 | 220.9 | 331.2 | False | None | None | False | None | False | 73162.08 | 0 | | 3366492 | 118422 | None | CNN005 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 900 mm and complete the work as per Specification and as directed by the engineer in Charge | Mtr | 1686.17 | 1686.17 | 180.0 | False | None | None | False | None | False | 303510.6 | 0 | | 3366493 | 118422 | None | CNN006 | 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 appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 163.83 | 163.83 | 1241.16 | False | None | None | False | None | False | 203339.2428 | 0 | | 3366494 | 118422 | None | CNN007 | Earth work excavation for Foundation by mechanical means for all works & Depth 3 m to 6 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 3 m to 6 m Note: Cost of De-watering upto 7.5 % of added, where required assessment for dewatering shall be made as per site condition and complete the work as per Specification and as directed by the engineer in Charge | Cum | 167.65 | 167.65 | 523.61 | False | None | None | False | None | False | 87783.2165 | 0 | | 3366495 | 118422 | None | CNN008 | 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 ordinary/soft rock without blasting upto 1.5m depth and complete the work as per Specification and as directed by the engineer in Charge | Cum | 509.29 | 509.29 | 386.37 | False | None | None | False | None | False | 196774.3773 | 0 | | 3366496 | 118422 | None | CNN009 | 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 ordinary/soft rock without blasting upto from 1.5 to 3m depth and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 610.82 | 610.82 | 281.95 | False | None | None | False | None | False | 172220.699 | 0 | | 3366497 | 118422 | None | CNN010 | 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 ordinary/soft rock without blasting upto from 3 to 4.5m depth and complete the work as per Specification and as directed by the engineer in Charge | Cum | 681.0 | 681.0 | 281.95 | False | None | None | False | None | False | 192007.95 | 0 | | 3366498 | 118422 | None | CNN011 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) and complete the work as per Specification and as directed by the engineer in Charge | hr | 245.44 | 245.44 | 3840.0 | False | None | None | False | None | False | 942489.6 | 0 | | 3366499 | 118422 | None | CNN012 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work as per Specification and as directed by the engineer in Charge. | Cum | 634.62 | 634.62 | 172.43 | False | None | None | False | None | False | 109427.5266 | 0 | | 3366500 | 118422 | None | CNN013 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 8357.43 | 8357.43 | 127.4 | False | None | None | False | None | False | 1064736.582 | 0 | | 3366501 | 118422 | None | CNN014 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 9258.09 | 9258.09 | 68.85 | False | None | None | False | None | False | 637419.4965 | 0 | | 3366502 | 118422 | None | CNN015 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 9312.07 | 9312.07 | 34.43 | False | None | None | False | None | False | 320614.5701 | 0 | | 3366503 | 118422 | None | CNN016 | Providing and constructing one span service road to reach island location from one pier to another pier location of span length 30mtr , width of service road 10mtr depth of water 4mtr and ht of road 4.5 mtr in 1:2 slope using front end loader, transporting the material by tipper , compacting earth. placing sand bags for protection of earthern slopes , including cost of all material labour, lead, lift , loading , unloading, transporting hire charges of machineries etc; complete as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 1200 and complete the work as per Specification and as directed by the engineer in Charge. | Mtr | 34104.51 | 34104.51 | 100.0 | False | None | None | False | None | False | 3410451.0 | 0 | | 3366504 | 118422 | None | CNN017 | 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. M35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 10432.18 | 10432.18 | 625.92 | False | None | None | False | None | False | 6529710.1056 | 0 | | 3366505 | 118422 | None | CNN018 | 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 Foundations of Bridges and complete the work as per Specification and as directed by the engineer in Charge. | MT | 105792.0 | 105792.0 | 58.38 | False | None | None | False | None | False | 6176136.96 | 0 | | 3366506 | 118422 | None | CNN019 | 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 Sub structure of Bridges and complete the work as per Specification and as directed by the engineer in Charge. | MT | 106070.58 | 106070.58 | 62.79 | False | None | None | False | None | False | 6660171.7182 | 0 | | 3366507 | 118422 | None | CNN020 | 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 Super structure of Bridges and complete the work as per Specification and as directed by the engineer in Charge. | MT | 106346.7 | 106346.7 | 131.78 | False | None | None | False | None | False | 14014368.126 | 0 | | 3366508 | 118422 | None | CNN021 | Providing and laying in position Reinforced cement concrete for all Sub 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. M 35 Design Mix Using 20 mm nominal size graded crushed coarse aggregates upto 5m height and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 10431.79 | 10431.79 | 500.21 | False | None | None | False | None | False | 5218085.6759 | 0 | | 3366509 | 118422 | None | CNN022 | 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 and complete the work as per Specification and as directed by the engineer in Charge | Mtr | 169.35 | 169.35 | 1147.0 | False | None | None | False | None | False | 194244.45 | 0 | | 3366510 | 118422 | None | CNN023 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material | Cum | 1433.37 | 1433.37 | 416.2 | False | None | None | False | None | False | 596568.594 | 0 | | 3366511 | 118422 | None | CNN024 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 3285.21 | 3285.21 | 377.88 | False | None | None | False | None | False | 1241415.1548 | 0 | | 3366512 | 118422 | None | CNN025 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications and complete the work as per Specification and as directed by the engineer in Charge | Tonne Capacity | 403.75 | 403.75 | 2250.0 | False | None | None | False | None | False | 908437.5 | 0 | | 3366513 | 118422 | None | CNN026 | 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. M 45 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 12084.48 | 12084.48 | 335.3 | False | None | None | False | None | False | 4051926.144 | 0 | | 3366514 | 118422 | None | CNN027 | Providing, precasting, transportation & placing in position pretensioned concrete girders M45 grade as per drawing & technical specifications.The cost is inclusive of :
i) Cost of Concrete, Steel , Strands & HDPE pipes
ii) Cutting, Bending & making reinforcement cage
iii) Cable cutting & threading in position including binding by insulation tape with HDPE pipes etc prestressing & cutting of extra length of HT Strand after de-stressing
iv) Steam curing & manual curing
v) Handling & transportation of precast girder upto height 5m, stacking in stockyard and placement of girders in position over pier caps including placement of sand jacks, channel and levelling and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 39606.65 | 39606.65 | 384.43 | False | None | None | False | None | False | 15225984.4595 | 0 | | 3366515 | 118422 | None | CNN028 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500- 29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 m3 per 10 m2 and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 613.6 | 613.6 | 660.0 | False | None | None | False | None | False | 404976.0 | 0 | | 3366516 | 118422 | None | CNN029 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification and complete the work as per Specification and as directed by the engineer in Charge | Nos | 4014.17 | 4014.17 | 40.0 | False | None | None | False | None | False | 160566.8 | 0 | | 3366517 | 118422 | None | CNN030 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 9194.31 | 9194.31 | 18.5 | False | None | None | False | None | False | 170094.735 | 0 | | 3366518 | 118422 | None | CNN031 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 15976.3 | 15976.3 | 26.25 | False | None | None | False | None | False | 419377.875 | 0 | | 3366519 | 118422 | None | CNN032 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 103.08 | 103.08 | 3513.6 | False | None | None | False | None | False | 362181.888 | 0 | | 3366520 | 118422 | None | CNN033 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Mtr | 2202.82 | 2202.82 | 50.0 | False | None | None | False | None | False | 110141.0 | 0 | | 3366521 | 118422 | None | CNN034 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and complete the work as per Specification and as directed by the engineer in Charge | Mtr | 17537.92 | 17537.92 | 50.0 | False | None | None | False | None | False | 876896.0 | 0 | | 3366522 | 118422 | None | CNN035 | KSRRB M2700-3. Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per specifications. MORTH Specification No. 2703, 1500, 1600 & 1700 and complete the work as per Specification and as directed by the engineer in Charge. | Mtr | 2778.38 | 2778.38 | 162.0 | False | None | None | False | None | False | 450097.56 | 0 | | 3366523 | 118422 | None | CNN036 | 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. M30 Design Mix Using 20 mm nominal size graded for Hand Rail Bottom and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 9928.54 | 9928.54 | 25.52 | False | None | None | False | None | False | 253376.3408 | 0 | | 3366524 | 118422 | None | CNN037 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 2346.41 | 2346.41 | 164.0 | False | None | None | False | None | False | 384811.24 | 0 | | 3366525 | 118422 | None | CNN038 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 3725.78 | 3725.78 | 26.0 | False | None | None | False | None | False | 96870.28 | 0 | | 3366526 | 118422 | None | CNN039 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 133.76 | 133.76 | 382.8 | False | None | None | False | None | False | 51203.328 | 0 | | 3366527 | 118422 | None | CNN040 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on the Cement concrete pavement and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 20.86 | 20.86 | 660.0 | False | None | None | False | None | False | 13767.6 | 0 | | 3366528 | 118422 | None | CNN041 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Bituminous Concrete Grading II for traffic greater than 20 MSA and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 13922.58 | 13922.58 | 50.0 | False | None | None | False | None | False | 696129.0 | 0 | | 3366529 | 118422 | None | CNN042 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 650.42 | 650.42 | 34.8 | False | None | None | False | None | False | 22634.616 | 0 | | 3366530 | 118422 | None | CNN043 | Metal Beam Crash Barrier Type - A, "W" Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 and complete the work as per Specification and as directed by the engineer in Charge | Mtr | 4467.01 | 4467.01 | 834.0 | False | None | None | False | None | False | 3725486.34 | 0 | | 3366531 | 118422 | None | CNN044 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 125.17 | 125.17 | 7414.02 | False | None | None | False | None | False | 928012.8834 | 0 | | 3366532 | 118422 | None | CNN045 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 7629.5 | 7629.5 | 315.84 | False | None | None | False | None | False | 2409701.28 | 0 | | 3366533 | 118422 | None | CNN046 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge | Cum | 8535.54 | 8535.54 | 1828.05 | False | None | None | False | None | False | 15603393.897 | 0 | | 3366534 | 118422 | None | CNN047 | KSRRB M1100-13. Supplying, fitting and placing un-coated TMT bar reinforcement in foundation as per drawing and technical specifications complete as specifications. MORTH Specification No.1600. TMT bars Fe 500 and complete the work as per Specification and as directed by the engineer in Charge | MT | 96962.3 | 96962.3 | 133.56 | False | None | None | False | None | False | 12950284.788 | 0 | | 3366535 | 118422 | None | CNN050 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 3725.78 | 3725.78 | 157.5 | False | None | None | False | None | False | 586810.35 | 0 | | 3366536 | 118422 | None | CNN052 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials, usage & all other appurtenaces required to complete the work and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 581.69 | 581.69 | 2498.0 | False | None | None | False | None | False | 1453061.62 | 0 | | 3366537 | 118422 | None | CNN053 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction and complete the work as per Specification and as directed by the engineer in Charge | Cum | 128.86 | 128.86 | 865.62 | False | None | None | False | None | False | 111543.7932 | 0 | | 3366538 | 118422 | None | CNN054 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 605.01 | 605.01 | 2731.63 | False | None | None | False | None | False | 1652663.4663 | 0 | | 3366539 | 118422 | None | CNN055 | 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 ensity, complete as per clause 401For Grading -V Material and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 3052.05 | 3052.05 | 805.65 | False | None | None | False | None | False | 2458884.0825 | 0 | | 3366540 | 118422 | None | CNN056 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 3140.4 | 3140.4 | 1025.0 | False | None | None | False | None | False | 3218910.0 | 0 | | 3366541 | 118422 | None | CNN057 | 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 channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 8288.51 | 8288.51 | 768.75 | False | None | None | False | None | False | 6371792.0625 | 0 | | 3366542 | 118422 | None | CNN059 | 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 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 7349.7 | 7349.7 | 129.15 | False | None | None | False | None | False | 949213.755 | 0 | | 3366543 | 118422 | None | CNN060 | 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 and complete the work as per Specification and as directed by the engineer in Charge. | Cum | 10475.45 | 10475.45 | 203.81 | False | None | None | False | None | False | 2135001.4645 | 0 | | 3366544 | 118422 | None | CNN061 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures and complete the work as per Specification and as directed by the engineer in Charge. | MT | 96962.3 | 96962.3 | 6.92 | False | None | None | False | None | False | 670979.116 | 0 | | 3366545 | 118422 | None | CNN062 | Providing and laying 80mm thick factory made precast M-30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 1424.78 | 1424.78 | 1230.0 | False | None | None | False | None | False | 1752479.4 | 0 | | 3366546 | 118422 | None | CNN063 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. 300 x 200 x 150 mm and complete the work as per Specification and as directed by the engineer in Charge. | Rmtr | 412.34 | 412.34 | 820.0 | False | None | None | False | None | False | 338118.8 | 0 | | 3366547 | 118422 | None | CNN064 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle and complete the work as per Specification and as directed by the engineer in Charge. | Each | 5748.2 | 5748.2 | 4.0 | False | None | None | False | None | False | 22992.8 | 0 | | 3366548 | 118422 | None | CNN065 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm circular and complete the work as per Specification and as directed by the engineer in Charge | Each | 5273.28 | 5273.28 | 4.0 | False | None | None | False | None | False | 21093.12 | 0 | | 3366549 | 118422 | None | CNN066 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 60 cm x 45 cm rectangular and complete the work as per Specification and as directed by the engineer in Charge. | Each | 5243.83 | 5243.83 | 4.0 | False | None | None | False | None | False | 20975.32 | 0 | | 3366550 | 118422 | None | CNN067 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm x 45 cm rectangular and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 11057.07 | 11057.07 | 1.92 | False | None | None | False | None | False | 21229.5744 | 0 | | 3366551 | 118422 | None | CNN068 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface. 2. Cost of painter is already included in usage charges of road marking machine and complete the work as per Specification and as directed by the engineer in Charge. | Sqm | 650.42 | 650.42 | 153.75 | False | None | None | False | None | False | 100002.075 | 0 | | 3366552 | 118422 | None | CNN069 | Solar Powered Road Marker (Solar Stud)
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTMD 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete the work as per Specification and as directed by the engineer in Charge. | Each | 2577.12 | 2577.12 | 68.0 | False | None | None | False | None | False | 175244.16 | 0 |
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