| 2411416 | 72117 | None | 001 | Removing of B.S Slab of Drain stacking and transporitng loading and unloading costs e xtra to nearest place including cost of labour tools and transportation required to complete the work. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Sqm | 320.64 | 320.64 | 9378.6 | False | None | None | False | None | False | 3007154.304 | 0 |
| 2411417 | 72117 | None | 002 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T andP 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 Cement Concrete Grade M15 and M20. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 933.26 | 933.26 | 1355.54 | False | None | None | False | None | False | 1265071.2604 | 0 |
| 2411418 | 72117 | None | 003 | Dismantling of e xisting structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T andP 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 Dismantling Brick, Tile work, rubble masonry, pitching, etc by mechanical means.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 233.64 | 233.64 | 1059.6 | False | None | None | False | None | False | 247564.944 | 0 |
| 2411419 | 72117 | None | 004 | Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and lead. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | m | 28.56 | 28.56 | 19285.0 | False | None | None | False | None | False | 550779.6 | 0 |
| 2411420 | 72117 | None | 005 | Cutting road surfaces for pipeline trenches and disposing of the e xcavated stuff as directed including barricading danger lighting etc. in the classifications for Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 1249.84 | 1249.84 | 3247.28 | False | None | None | False | None | False | 4058580.4352 | 0 |
| 2411421 | 72117 | None | 006 | Earth work e xcavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter e xcavated surface leveled and sides neatly dressed disposing off the e xcavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5m. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 314.12 | 314.12 | 55613.12 | False | None | None | False | None | False | 17469193.2544 | 0 |
| 2411422 | 72117 | None | 007 | Earth work excavation for Foundation by mechanical means for all works and 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 e xcavated earth or sorting and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 132.4 | 132.4 | 36640.82 | False | None | None | False | None | False | 4851244.568 | 0 |
| 2411423 | 72117 | None | 008 | Providing and laying of a reinforced cement concrete pipe duct 300 mm dia across the road new construction e xtending from drain to drain in cuts and toe of slope to toe of slope in fills constructing head walls at both ends providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98-1997 bedded on a 0.3 m thick layer of granular material free of rock pieces outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts joints to be made leak proof invert level of duct to be above higher than ground level to prevent entry of water and dirt all as per IRC 98 1997 and approved drawings. Case II Double row for two utility services.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 5203.68 | 5203.68 | 883.0 | False | None | None | False | None | False | 4594849.44 | 0 |
| 2411424 | 72117 | None | 009 | 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 fi xing collar with cement mortar 1 2 but e xcluding excavation protection works backfilling concrete and masonry works in head walls and parapets Clause 1101.6 1000mm dia. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 10329.48 | 10329.48 | 9581.6 | False | None | None | False | None | False | 98972945.568 | 0 |
| 2411425 | 72117 | None | 010 | Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having fle xibility and anti termite anti corrosive good abrasion fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications.200mm dia. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 668.47 | 668.47 | 33629.0 | False | None | None | False | None | False | 22479977.63 | 0 |
| 2411426 | 72117 | None | 011 | Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having fle xibility and anti termite anti corrosive good abrasion fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications.110mm dia. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 259.6 | 259.6 | 30646.5 | False | None | None | False | None | False | 7955831.4 | 0 |
| 2411427 | 72117 | None | 012 | Providing Bedding or Backfilling using approved stone dust, quarry dust of size not e xceeding 5.6 mm for the pipe line trenches including watering and consolidation etc. complete with all lead and lifts as per specification and as directed by the engineer incharge after obtaining the approval of the Chief Engineer.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 2740.9 | 2740.9 | 21152.99 | False | None | None | False | None | False | 57978230.291 | 0 |
| 2411428 | 72117 | None | 013 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mi xing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 Grading V. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 3061.98 | 3061.98 | 3051.0 | False | None | None | False | None | False | 9342100.98 | 0 |
| 2411429 | 72117 | None | 014 | Providing laying spreading and compacting graded stone aggregate to wet mi x macadam specification including premi xing the Material with water at OMC in mechanical mix plant carriage of mi xed 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.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 3321.58 | 3321.58 | 12213.81 | False | None | None | False | None | False | 40569147.0198 | 0 |
| 2411430 | 72117 | None | 015 | 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 mi xed laid in layers not e xceeding 150 mm thickness well compacted using plate vibrators including all lead and 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
Mix 1 3 6 M10 Using 20 mm nominal size graded crushed coarse aggregates. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 8069.67 | 8069.67 | 7000.29 | False | None | None | False | None | False | 56490030.2043 | 0 |
| 2411431 | 72117 | None | 016 | Providing and laying in Cement Concrete for all Basement and 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 mi xed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and 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. The cost of steel reinforcement and formwork to be paid separately
M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 8411.04 | 8411.04 | 4048.61 | False | None | None | False | None | False | 34053020.6544 | 0 |
| 2411432 | 72117 | None | 017 | Add E xtra for Formwork Centering shuttering complete for item no A016 with all lead and lift as per the directions of engineer in charge and Scaffolding .Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 420.55 | 420.55 | 4048.61 | False | None | None | False | None | False | 1702642.9355 | 0 |
| 2411433 | 72117 | None | 018 | 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.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Tonne | 102556.28 | 102556.28 | 547.89 | False | None | None | False | None | False | 56189560.2492 | 0 |
| 2411434 | 72117 | None | 019 | Providing and fi xing Steel work welded in built up sections, framed work including cutting hoisting fi xing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings frames guard bar ladder railings brackets gates and similar works including cost of materials labour usage charges of machinery complete as per specifications and Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Kg | 176.53 | 176.53 | 248784.37 | False | None | None | False | None | False | 43917904.8361 | 0 |
| 2411435 | 72117 | None | 020 | Providing and fi xing Precast RCC 150mm thick cover slab for Drains,culverts,chambers and others using M30 design mix Grade Concrete using 20mm nominal size graded crushed coarse aggregates slab reinforcement steel at rate of 120 Kg/Cum and slab jointed in CM 1 3 including cost of material labour form work lifting using suitable crane lift charges usage of machinery scaffolding curing lead and transportation charges etc.. complete and as per the directions of Engineer in-Charge | Sqm | 4204.78 | 4204.78 | 3318.71 | False | None | None | False | None | False | 13954445.4338 | 0 |
| 2411436 | 72117 | None | 021 | Providing and laying 100mm thick pre-cast cover slabs over drains and Rain pit of width not e xceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel at 2.00 kg/m2 slabs jointed in CM 1 3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour materials scaffolding usage of machinery curing lead and lift charges etc Complete.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Sqm | 1204.54 | 1204.54 | 5075.31 | False | None | None | False | None | False | 6113413.9074 | 0 |
| 2411437 | 72117 | None | 022 | Supplying and fi xing Composite Fibre Reinforced Polymer FRP utility cover conforming to IS 12592 2002 with sufficient load bearing capacity as per technical specifications.Light Duty Square 600 x600 mm with load bearing capacity upto 5t Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | No | 3894.0 | 3894.0 | 544.0 | False | None | None | False | None | False | 2118336.0 | 0 |
| 2411438 | 72117 | None | 023 | Providing and laying 60mm thick factory made precast M 30 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Cycle Tracks and Pedestrian Footpaths of approved shape and colour laid in required pattern and including over 30mm thick compacted bed of coarse sand filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. WMM,WBM Base to be paid separately if necessary as per relevant technical specification .Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Sqm | 1386.26 | 1386.26 | 22688.7 | False | None | None | False | None | False | 31452437.262 | 0 |
| 2411439 | 72117 | None | 024 | Providing and laying 100mm thick factory made precast M 40 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Commercial Traffic A xle load repetitions more than 10MSA upto 20MSA for Industrial Streets Bus and Truck parking 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 .Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Sqm | 1687.4 | 1687.4 | 19109.2 | False | None | None | False | None | False | 32244864.08 | 0 |
| 2411440 | 72117 | None | 025 | Providing and laying in Cement Concrete for all Basement and 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 mi xed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and 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. The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesIncluding cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 8207.25 | 8207.25 | 1252.1 | False | None | None | False | None | False | 10276297.725 | 0 |
| 2411441 | 72117 | None | 026 | Add Extra for Formwork Centering shuttering complete for item no A025 with all lead and lift as per the directions of engineer in charge and Scaffolding Including cost of all Labours complete as per specifications complete with all lead and lift andas per the directions of Engineer-in-charge. | Cum | 410.36 | 410.36 | 1163.96 | False | None | None | False | None | False | 477642.6256 | 0 |
| 2411442 | 72117 | None | 027 | Providing and laying in Cement Concrete for all Basement and 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 mi xed with super plasticisers laid in layers well compacted using needle vibrators providing weep holes wherever necessary including all lead and 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. The cost of steel reinforcement and formwork to be paid separately M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 8573.29 | 8573.29 | 303.75 | False | None | None | False | None | False | 2604136.8375 | 0 |
| 2411443 | 72117 | None | 028 | Add E xtra for Formwork Centering shuttering complete for item no A027 with all lead and lift as per the directions of engineer in charge and Scaffolding Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 428.66 | 428.66 | 303.75 | False | None | None | False | None | False | 130205.475 | 0 |
| 2411444 | 72117 | None | 029 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400 x200 x200mm having block density more than 1800kg,m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 Part I 2005 and constructed with CM 1 4 as per IS 2572 2005 including cost of all materials labour scaffolding and curing usage charges of machinery etc complete as per specifications.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 1700.38 | 1700.38 | 1509.96 | False | None | None | False | None | False | 2567505.7848 | 0 |
| 2411445 | 72117 | None | 030 | Providing 12 mm cement plaster with cement mortar 1 6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering providing and removing scaffolding including cost of materials labour curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 312.82 | 312.82 | 1607.44 | False | None | None | False | None | False | 502839.3808 | 0 |
| 2411446 | 72117 | None | 031 | Painting on Steel Surfaces
Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 124.61 | 124.61 | 679.09 | False | None | None | False | None | False | 84621.4049 | 0 |
| 2411447 | 72117 | None | 032 | Providing and fi xing pre cast solid cement concrete kerb stones made out of M20 with top width 100mm and bottom width 150mm respectively 300mm high and 450mm in length finished with CM 1 3 plastering and finishing cutting including formwork curing including cost of all materials labour hire charges of machinery loading unloading lead and lift transportation etc. complete. to be laid between Travel lane and Cycle Track,Landscape with all lead lift loading and unloading complete as per the direction of Engineer incharge Form Finish Concrete and no painting to be done Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 560.5 | 560.5 | 48126.0 | False | None | None | False | None | False | 26974623.0 | 0 |
| 2411448 | 72117 | None | 033 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 141.48 | 141.48 | 8457.0 | False | None | None | False | None | False | 1196496.36 | 0 |
| 2411449 | 72117 | None | 034 | Providing and laying in place 300mm x 300mm x 16mm cement tactile directional and warning tiles for a person with visual impairment of the approved brand and make and specified colour for outdoor floors such as footpath courtyard multimodals location etc. laid on 20mm thick base of cement mortar 1 4 1 cement 4 coarse sand in all shapes and patterns including grouting the joints with white cement with matching pigments etc. complete as per as per standards. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 1810.71 | 1810.71 | 4209.0 | False | None | None | False | None | False | 7621278.39 | 0 |
| 2411450 | 72117 | None | 035 | Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg,m2 on the prepared bituminous surface cleaned with mechanical broom Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 15.58 | 15.58 | 63337.0 | False | None | None | False | None | False | 986790.46 | 0 |
| 2411451 | 72117 | None | 036 | Providing and laying Bituminous Macadam with 40,60 tph capacity hot mix plant using crushed aggregates of specified grading premi xed with bituminous binder VG-30 at 3.3percent by weight of mi x transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 9685.68 | 9685.68 | 2040.5 | False | None | None | False | None | False | 19763630.04 | 0 |
| 2411452 | 72117 | None | 037 | Milling of e xisting Bituminous surface to a specified depth up to 40mm using Milling machine including disposal of removed material Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 58.41 | 58.41 | 63065.0 | False | None | None | False | None | False | 3683626.65 | 0 |
| 2411453 | 72117 | None | 038 | Thin White Topping
Construction of Thin White Topping with M40 grade plain cement concrete pavement over e xisting Bituminous surface Preparation to be done if necessary either by Milling or Levelling course with BM,DLC with approved grade Cement as per IRC SP76 2015 coarse and fine aggregate conforming to IS 383 2016 ma ximum size of fine aggregate not e xceeding 25 mm mi xed in a batching and mi xing plant as per approved mi x design including fibre reinforcement at 9.25 kg,m3 transported to site laid with slip form paver finisher spread compacted and finished in a continuous operation with Te xture Curing Machine including provision of contraction joint joint filler sealant primer joint sealant admi xtures curing compound steel channels finishing to lines and grades as per drawing. Cost of milling if necessary shall be paid seperately OPC at 420 kg,m3. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 11611.91 | 11611.91 | 11454.8 | False | None | None | False | None | False | 133012106.668 | 0 |
| 2411454 | 72117 | None | 039 | Construction of Thin white topping with M40 grade plain cement concrete pavement over e xisting surface with approved grade cement at 420 kg,m3 and as per IRC SP 76 2015 coarse and fine aggregate conforming to IS 383 2016 ma ximum size of fine aggregate not e xceeding 25 mm mi xed in a batching and mi xing plant as per approved mi x design transported to site laid manually spread compacted and finished in a continuous operation with Te xture Curing Machine including provision of contraction joint joint filler sealant primer joint sealant admi xtures as approved curing compound finishing to lines and grades as per drawing.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 11587.91 | 11587.91 | 3595.4 | False | None | None | False | None | False | 41663171.614 | 0 |
| 2411455 | 72117 | None | 040 | Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading premi xed with bituminous binder VG-30 at 4.5 per cent by weight of total mi x and filler transporting the hot mi x to work site laying with mechanical paver finisher to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 12151.88 | 12151.88 | 766.92 | False | None | None | False | None | False | 9319519.8096 | 0 |
| 2411456 | 72117 | None | 041 | Providing and laying Bituminous Concrete with 100 TPH capacity hot mi x plant batch type using crushed aggregates of specified grading premi xed with bituminous binder VG-30 at 5.4 per cent of mi x and filler transporting the hot mi x 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 Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 14102.77 | 14102.77 | 546.38 | False | None | None | False | None | False | 7705471.4726 | 0 |
| 2411457 | 72117 | None | 042 | Providing and fi xing in position tie bars precoated with anticorrosive epo xy paint of 12 mm dia. 700 mm. long and at 300 mm. C,C and wherever directed including handling straightening wrapping with paper of approved quality for half length necessary cutting handling straightening supported by assembly of TMT chairs with proper alignment etc. complete. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 350.46 | 350.46 | 71937.0 | False | None | None | False | None | False | 25211041.02 | 0 |
| 2411458 | 72117 | None | 043 | Providing and fi xing in position 25mm dia dowel bars precoated with anticorrosive epo xy paint of required Dia. 600 mm. Long and at 300 mm. C,C and wherever directed including handling straightening necessary cutting supported by TMT chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 493.24 | 493.24 | 3107.0 | False | None | None | False | None | False | 1532496.68 | 0 |
| 2411459 | 72117 | None | 044 | Installation of a steel portable barricade with horizontal rail 300 mm wide 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section 1.5 m in height horizontal rail painted 2 coats with yellow and white stripes 150 mm in width at an angle of 45 degree 'A' frame painted with 2 coats of yellow paint complete as per IRC SP 55 2014 Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 4785.73 | 4785.73 | 1763.0 | False | None | None | False | None | False | 8437241.99 | 0 |
| 2411460 | 72117 | None | 045 | Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 1008.55 | 1008.55 | 179.0 | False | None | None | False | None | False | 180530.45 | 0 |
| 2411461 | 72117 | None | 046 | 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 e xclusive of surface applied glass beads as per IRC 35 2015.The finished surface to be level uniform and free from streaks and holes Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 687.94 | 687.94 | 7164.0 | False | None | None | False | None | False | 4928402.16 | 0 |
| 2411462 | 72117 | None | 047 | Supplying and Fi xing of Molded Shank Raised Pavement Markers, Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW,NH,33023,10-97 DO III Dt 11.06. 1997. The height width and length shall not e xceed 50 mm 100 mm and 102 +,- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +,- 5 degree. The strength of detachment of the integrated cylindrical shanks of diameter not less than 19 +,- 2 mm and height not less than 30+,- 2 mm from the body is to be a minimum value of 500 Kg. Fi xing will be by drilling holes on the road for the shanks to go inside without nails and using epo xy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel to the Engineer Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 473.77 | 473.77 | 6797.0 | False | None | None | False | None | False | 3220214.69 | 0 |
| 2411463 | 72117 | None | 048 | Retro-Reflectorised Traffic Signs Retro-Reflectorised Traffic Signs Providing and fi xing of retro- reflectorised cautionary mandatory and informatory sign as per IRC 67 2022 madeof Class C Type xI retro reflective sheeting fi xed over 2 mm thick aluminium sheeting vide clause 801.3 3mm,4mm thick Aluminium composite material sheet depending on the size of the sign fi xed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fi xed 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 2022.60cm Equilateral triangle Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 4677.99 | 4677.99 | 62.0 | False | None | None | False | None | False | 290035.38 | 0 |
| 2411464 | 72117 | None | 049 | Retro-Reflectorised Traffic Signs Retro-Reflectorised Traffic Signs Providing and fi xing of retro- reflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type xI retro reflective sheeting fi xed over 2 mm thick aluminium sheeting vide clause 801.3 3mm,4mm thick Aluminium composite material sheet depending on the size of the sign fi xed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fi xed 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 2022.60cm circular triangle Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 5645.0 | 5645.0 | 47.0 | False | None | None | False | None | False | 265315.0 | 0 |
| 2411465 | 72117 | None | 050 | Retro-Reflectorised Traffic Signs
Retro-Reflectorised Traffic Signs Providing and fi xing of retro- reflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type xI retro reflective sheeting fi xed over 2 mm thick aluminium sheeting vide clause 801.3 3mm,4mm thick Aluminium composite material sheet depending on the size of the sign fi xed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fi xed 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 2022.80cm x 60cm Rectangular Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 7145.49 | 7145.49 | 55.0 | False | None | None | False | None | False | 393001.95 | 0 |
| 2411466 | 72117 | None | 051 | Retro-Reflectorised Traffic Signs
Retro-Reflectorised Traffic Signs Providing and fi xing of retro- reflectorised cautionary
mandatory and informatory sign as per IRC 67 2022 madeof Class C Type xI retro reflective sheeting fi xed over 2 mm thick aluminium sheeting vide clause 801.3 3mm,4mm thick Aluminium composite material sheet depending on the size of the sign fi xed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB 3.2 mm thickness firmly fi xed 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 2022.60cm x 60cm Square Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 6231.7 | 6231.7 | 62.0 | False | None | None | False | None | False | 386365.4 | 0 |
| 2411467 | 72117 | None | 052 | Road Delineators Supplying and installation of delineators road way indicators hazard markers object markers 80-100 cm high above ground level painted black and white in 15 cm wide strips fitted with 80 x100 mm rectangular or 75 mm dia circular reflectorised panels at the top buried or pressed into the ground and conforming to IRC-79 and the drawings Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 2623.26 | 2623.26 | 9.0 | False | None | None | False | None | False | 23609.34 | 0 |
| 2411468 | 72117 | None | 053 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 110.33 | 110.33 | 76622.02 | False | None | None | False | None | False | 8453707.4666 | 0 |
| 2411469 | 72117 | None | 054 | Loading and Unloading of Stone Boulder,Stone aggregates, Sand,Kankar,Moorum. Tipper 10 m3 Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 154.46 | 154.46 | 6912.01 | False | None | None | False | None | False | 1067629.0646 | 0 |
| 2411470 | 72117 | None | 055 | Cost of Haulage E xcluding Loading and Unloading Taking output 18 t load and lead 27 km is equal to 180 t.km Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge.Kannur | Cum | 358.87 | 358.87 | 66490.0 | False | None | None | False | None | False | 23861266.3 | 0 |
| 2411471 | 72117 | None | 056 | Reinforced Cement Concrete Crash Barrier New Jersey Provision of an Reinforced cement concrete new jersey crash barrier at the medians constructed with reinforcement cement concrete with TMT FE 550 reinforcement conforming MoRTH Specification and as per details given IRC 119 Fig-6 including dowel bars 25 mm dia 450 mm long at e xpansion joints filled with pre-moulded asphalt filler board as per approved drawing and at locations directed by the Engineer all as specified M 30 grade concrete Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 3504.6 | 3504.6 | 800.0 | False | None | None | False | None | False | 2803680.0 | 0 |
| 2411472 | 72117 | None | 057 | Removing and Resetting e xisting Heavy Duty Cobble,Interlocking stones,Pavers of thickness 60,75,80,100mm using Cement and 40mm thick sand bed average thickness and compacting with plate vibrator to achieve final desired compaction and setting of paver to its final level including cost of materials labour and usage charges of machinery complete as per specifications. The cost of new paver,stones required shall be added separately Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 628.23 | 628.23 | 14124.3 | False | None | None | False | None | False | 8873308.989 | 0 |
| 2411473 | 72117 | None | 058 | Removing of RCC Slab of Drain stacking and Resetting of RCC slab with 1 4 CM pointing including cost of labour tools and other appurtenaces required to complete the work Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sqm | 333.26 | 333.26 | 1707.32 | False | None | None | False | None | False | 568981.4632 | 0 |
| 2411474 | 72117 | None | 059 | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts roadway utilities and crossingsas per IS 458 2003 in Single row including pointing ends and fi xing collars with cement mortar 1 2 including cost of all materials labour curing completeas per specifications-300mm dia Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 1107.19 | 1107.19 | 884.0 | False | None | None | False | None | False | 978755.96 | 0 |
| 2411475 | 72117 | None | 060 | Manufacturing Supplying and fi xing of Good quality Cast Iron Gratings,Chamber Covers of heavy duty size 650 x650 25mm thick totalweight of 185 Kgs with frames etc. complete including cost of all materials labours transportation loading and unloading as per detailed specifications and directions of engineer in charge e xcluding GST. | No | 26078.0 | 26078.0 | 128.0 | False | None | None | False | None | False | 3337984.0 | 0 |
| 2411476 | 72117 | None | 061 | Providing and fi xing Precast RCC 200mm thick cover slab for Drains,culverts,chambers and others using M30 design mi x Grade Concrete using 20mm nominal size graded crushed coarse aggregates slab reinforcement steel at rate of 116 Kg,Cum and slab jointed in CM 1 3 including cost of material labour form work lifting using suitable crane lift charges usage of machinery scaffolding curing lead and transportation charges etc.. complete and as per the directions of Engineer in-Charge. | Sqm | 5541.16 | 5541.16 | 35.7 | False | None | None | False | None | False | 197819.412 | 0 |
| 2411477 | 72117 | None | 062 | Refilling available earth around trenches,pipelines cables in layers not e xceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m. Including cost of all labour complete as per specifications.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Cum | 207.68 | 207.68 | 17614.1 | False | None | None | False | None | False | 3658096.288 | 0 |
| 2411478 | 72117 | None | 063 | Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments conveying to work site rolling and lowering into trenches laying true to line level and perfect linking at joints testing and commissioning including loading and unloading at both destinations cutting of pipes wherever necessary jointing with DI specials e xcluding cost of specials and rubber gaskets cleaning the socket and spigot end with soap solution applying soft soap to the socket and spigot ends before insertion of rubber gaskets jacking and fi xing in perfect conditions etc. The cost to include soap solution soft soap waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. The contractor will make his own arrangements for water for testing. Earth work e xcavation in trenches to be measured and paid for seperately Note In sewerage projects for internal cement mortal lining CML of DI pipes if High Alumina Cement HAC as recommended in Anne xure B clause 16.3 of IS8329 2000 is considered in place of Slag or Sulphate Resistance Cement SRC the cost of pipes may be increased by 5-6percent from the prices listed. For DI K7 pipes 100 mm dia pipe.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 1895.08 | 1895.08 | 8130.0 | False | None | None | False | None | False | 15407000.4 | 0 |
| 2411479 | 72117 | None | 064 | Providing S andS RCC SPUN, VIBRATED CAST PIPES REINFORCED pipes NP-3 Class conforming to IS 458-1988 with latest amentments using ordinary portland cement for sanitary works and conveying to work site rolling and lowering into trenches laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials perfect linking of joints with jack to correct position including cost of jointing materials i.e rubber rings conforming to IS 5382 for S andS RCC pipes with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. Contractor will make his own arrangements for procuring water for testing.Before the e xecution of the work the contractor shall carry out the survey. RCC NP3 Class pipe-300mm dia Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 1728.94 | 1728.94 | 9363.2 | False | None | None | False | None | False | 16188411.008 | 0 |
| 2411480 | 72117 | None | 065 | Providing and fi xing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS-1865 with the latest amendments and of grade GGG 40,50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 O rings.Body and bonnet should be coated with Electrostatically applied Epo xy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but e xcluding earth work. For Sluice Valve of PN 10 and 100 mm.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 14127.43 | 14127.43 | 31.0 | False | None | None | False | None | False | 437950.33 | 0 |
| 2411481 | 72117 | None | 066 | Providing and fi xing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS-1865 with the latest amendments and of grade GGG 40,50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 O rings.Body and bonnet should be coated with Electrostatically applied Epo xy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but e xcluding earth work. For Sluice Valve of PN 10 and 300 mm.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 78301.85 | 78301.85 | 16.0 | False | None | None | False | None | False | 1252829.6 | 0 |
| 2411482 | 72117 | None | 067 | Providing house connection with e xcavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm, GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface including providing 40mm dia. A class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises connection should be continued with 20mm GI pipe by making U shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS, Brass ferrule of size 1,2 x 3,4 and fi xing the union joint and gate valve, stop cock before the meter point and a refle x valve, non-return valve should be fi xed on the connection after the meter point. All these fi xtures should be of standard quality conforming to IS.The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles PE 100 black colour pipe of PN 16,SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator water tight cap with O'ring long spigot for making bore,tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 and EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC NSF UK and DVGW certificate Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes as per diagram all specials such as GI tee GI elbow GI coupler stopper with appurtenances and brass or SS tap The e xcavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1 8 and providing coping in CC 1 3 6 wherever required and the stone slab covering should be refi xed in position with pointing in CM 1 3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials cement sand water etc. required for these works. The road suface should be compacted well and brought to the original condition and the e xcess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters for minimum length of 2m etc. complete for 15mm dia Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 8498.01 | 8498.01 | 266.0 | False | None | None | False | None | False | 2260470.66 | 0 |
| 2411483 | 72117 | None | 068 | Providing house connection with e xcavation in all types of soils cutting with machine cutter without damaging the other utilities and Providing and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance with ISO 4427-1996 with minimum required strength of 8 Mpa hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm, GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth not less than 0.45 mtrs. from the road surface including providing 40mm dia. A class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises connection should be continued with 20mm GI pipe by making U shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of the meter. The connection should be secured firmly on the distribution main pipe with SS, Brass ferrule of size 1,2 x 3,4 and fi xing the union joint and gate valve, stop cock before the meter point and a refle x valve, non-return valve should be fi xed on the connection after the meter point. All these fi xtures should be of standard quality conforming to IS.The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include electric fusion tapping T or saddles PE 100 black colour pipe of PN 16,SDR 11 or Higher grade conforming to standards with brass cutter cum flow regulator water tight cap with O'ring long spigot for making bore,tapping suitable to HDPE pipe by Electro fusion welding as per BS EN 12201-3 and EN 1555-3 standards. The Product should be tested to comply with BS 6920 for drinking water service in WRC NSF UK and DVGW certificate Germany. The Saddle should be manufactured Virgin Compounded PE 100 material. Tapping Tee or Saddles with coupler and compression fittings with cost of GI pipes as per diagram all specials such as GI tee GI elbow GI coupler stopper with appurtenances and brass or SS tap The e xcavated trench should be refilled with soft selected earth and the dismantled masonry of the drain should be re-constructed with available size stones in CM 1 8 and providing coping in CC 1 3 6 wherever required and the stone slab covering should be refi xed in position with pointing in CM 1 3 and also the bored wall of the premises should be re-done to the original position and the rates are inclusive of the cost of all the materials cement sand water etc. required for these works. The road suface should be compacted well and brought to the original condition and the e xcess earth or debris should be disposed off to a distance with an initial lead of 10 Kms. etc. complete for the following diameters for minimum length of 2m etc. complete. For connection pipe length beyond 2.0 mtrs for every 1mtr. or part thereof.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 1226.61 | 1226.61 | 256.0 | False | None | None | False | None | False | 314012.16 | 0 |
| 2411484 | 72117 | None | 069 | Construction of RCC Machinehole chambers of 1 1.5 3 proportion or approved type Cast-insitu, Pre-cast RCC Machinehole chambers constructed using form vibrators of standard type with barricading danger lighting and using of sight rails and boning rods wherever necessary shoring and strutting wherever required using Ordinary Port Land Cement using 1 1.5 3 proportion RCC with 20 mm and down graded jelly well graded sand and steel of approved quality 200 mm thick top concrete slab having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing benching concrete with 1 6 slope towards the central drain finished smooth including fi xing and grouting of pipes including conveying to work spot supply and fi xing SFRC Machinehole cover and frame Heavy duty conforming to IS 12592 with latest amendments on a bed of CC 1 2 4 Providing and fi xing of minimum 3 mm thick encapsulated plastic footsteps as per IS 10910 on 12 mm dia. Grade Fe-500 steel bar as per IS 1786 staggered at 300 mm apart as detailed in Technical specifications including stone grit beding wherever required watering curing engraving Machinehole number with flow direction on the inner cylindrical surface etc. complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings specifications and direction of the Engineer. For 1.2m dia Machinehole Constructing Pre-cast RCC Machinehole 1.2 m internal dia. 1.3 M depth
and SFRC cover and fram Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 63878.47 | 63878.47 | 60.0 | False | None | None | False | None | False | 3832708.2 | 0 |
| 2411485 | 72117 | None | 070 | Add e xtra for additional depth of 0.1m,each RCC Machinehole chambers of 1 1.5 3 proportion or approved type Cast-insitu, Pre-cast RCC Machinehole chambers constructed using form vibrators of standard type with barricading danger lighting and using of sight rails and boning rods wherever necessary shoring and strutting wherever required using Ordinary Port Land Cement using 1 1.5 3 proportion RCC with 20 mm and down graded jelly well graded sand and steel of approved quality Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 2375.77 | 2375.77 | 60.0 | False | None | None | False | None | False | 142546.2 | 0 |
| 2411486 | 72117 | None | 071 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70percent a ximum light intensity should be between 60 degrees to 70 degrees. CCT greater than 5500K IP66 optical and electrical compartment and impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 with mains Surge Protection- Min 5KV along with Over voltage, Overload short circuit, miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50,60Hz application. Compliance to IS 10322,IEC 60598 LM 79 and LM 80 Adherence with RoHS. UL approved MCPCB.Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fi xture with 120 W System Power consumption. LED Efficiencygreater than1301m,w nominal CRI greater than75. Luminaire manufacturer should have in-house facility accredited by NABL,CPRI and any Government certified agency and Design and Development facility certified by ISO 9001 2008. Housing with supplier word mark,name shall be Engraved, Embossing on the die cast housing, Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned LED Streetlight 120 W Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 13057.88 | 13057.88 | 822.0 | False | None | None | False | None | False | 10733577.36 | 0 |
| 2411487 | 72117 | None | 072 | Fabricating supplying and erection of 8 mts long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft IS 2062 for base plate with door opening arrangements including suitable boards Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m,s for 8 m Pole in single section and single joint welded as per IS 9595,IS10178AWS having dimensions bottom 155 mm top 75 mm with 3 mm thick suitable base plate and 4Nos of 550mm long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc. e xcluding foundation as per drawing appended. 8 m Top 75 mm and Bottom 155 mm dia Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 23234.2 | 23234.2 | 634.0 | False | None | None | False | None | False | 14730482.8 | 0 |
| 2411488 | 72117 | None | 073 | Fi xing halogen,metal halide,SVL,IL,LED floodlight fitting over e xisting pole, wall ceiling including clA bolts nuts and wiring using suitable capacity wires.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 210.28 | 210.28 | 817.0 | False | None | None | False | None | False | 171798.76 | 0 |
| 2411489 | 72117 | None | 074 | Supplying and fi xing telescopic M.S. bracket fabricated by using 0.5m length 4 dia telescopic M. S. pipe with 2 dia1.5m long M.S.Bracket and are welded with suitable angle using 6mm thick M. S. sheet grip bolts and nuts as required suitable for 9 to 12 ms. M. S. tubular pole with necessary two coats of painting with all other accessories.- Double bracket 2 x1.5 m. Length Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 3030.83 | 3030.83 | 634.0 | False | None | None | False | None | False | 1921546.22 | 0 |
| 2411490 | 72117 | None | 075 | 1.1 kV xLPE or Heat resistant PVC insulated PVC e xutruted Inner Seath Armoured LTUG Cable as per IS-1554 Part- 1 or IS-7098 Part-1 Armouring strip thickness and resistivity as per IS-3975 25 Sqmm 3.5 Core 12 GI Strips 4 x 0.8 mm Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Km | 181134.6 | 181134.6 | 16.21 | False | None | None | False | None | False | 2936191.866 | 0 |
| 2411491 | 72117 | None | 076 | Laying of cable in E xisting Trench,GI pipe,Stone Ware,RCC Hume pipe using Wooden,Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Km | 27110.03 | 27110.03 | 16.21 | False | None | None | False | None | False | 439453.5863 | 0 |
| 2411492 | 72117 | None | 077 | Providing and laying Double wall Corrugated HDPE pipes for Electrical. Telecommunication and Signalling lines having fle xibility and anti termite anti corrosive good abrasion fatigue strength and UV resistant and capable of withstanding vehicular traffic and earth loads conforming to IS 16205 2017 as per technical specifications.63mm dia Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 123.31 | 123.31 | 16800.5 | False | None | None | False | None | False | 2071669.655 | 0 |
| 2411493 | 72117 | None | 078 | Straight Through Jointing Kit Suitable for 1.1 kV Class LTUG Cable as per IS-13573 Epo xy Type 25 Sqmm 4 Core Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Set | 973.5 | 973.5 | 166.0 | False | None | None | False | None | False | 161601.0 | 0 |
| 2411494 | 72117 | None | 079 | Supplying and drawing Fle xible Multicore Cable manufactured with electrolytic grade fle xible copper with low conductor confirming to IS 8130-1984 and Virgin PVC insulation sheathed suitable for working voltage upto 1100Volts as per IS-694 1990 3C x 4Sq.mm Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 223.26 | 223.26 | 7608.0 | False | None | None | False | None | False | 1698562.08 | 0 |
| 2411495 | 72117 | None | 080 | Digging of Pit for providing GI Pipe type Earthing Ordinary Soil Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Per Pit | 985.18 | 985.18 | 57.0 | False | None | None | False | None | False | 56155.26 | 0 |
| 2411496 | 72117 | None | 081 | Grounding Material Pipe Grounding
GI Grounding pipe B Class 42 mm dia 2.5 Mtr long 3.2 mm thick with bolt nut GI Strips and washer complete.
Minimum Weight of GI Pipe 7.3 Kg.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 964.41 | 964.41 | 57.0 | False | None | None | False | None | False | 54971.37 | 0 |
| 2411497 | 72117 | None | 082 | Good Quality well burnt Charcoal for groundingpurposes packed in non returnable gunny bag of 30 Kg each Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | No | 877.45 | 877.45 | 57.0 | False | None | None | False | None | False | 50014.65 | 0 |
| 2411498 | 72117 | None | 083 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Bag | 402.38 | 402.38 | 57.0 | False | None | None | False | None | False | 22935.66 | 0 |
| 2411499 | 72117 | None | 084 | Supplying and fi xing Microprocessor based Electronic timer without contactor Din Mounting using necessary bolts nuts and washers etc.. 3-120sec setting. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 3004.87 | 3004.87 | 18.0 | False | None | None | False | None | False | 54087.66 | 0 |
| 2411500 | 72117 | None | 085 | Supplying of on load change over switches 4 poles AC 23Amps duty 415V 50HZ AC Supply. Open E xecution Upto 63Amps Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Each | 7113.04 | 7113.04 | 18.0 | False | None | None | False | None | False | 128034.72 | 0 |
| 2411501 | 72117 | None | 086 | Supply and fi xing of 4Pole Power Contactor With No,NC Contacts on e xisting wood,panel board using necessary bolts nuts washers and wiring etc. complete with AC-3 Rating and as per IS-13947. 40AMPS Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 2930.88 | 2930.88 | 18.0 | False | None | None | False | None | False | 52755.84 | 0 |
| 2411502 | 72117 | None | 087 | Supplying and fi xing Moulded Case Circuit Breaker MCCB over the e xisting wood,panel board using necessary screws bolts nuts necessary phase separators handle and wiring complete. Protection of Overload and Short circuit with thermal Magnetic,Micro processor release and Earth Fault as per IS-13947. Icu is equal to Ics THREE POLE 100Amps 25KA. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 7899.63 | 7899.63 | 18.0 | False | None | None | False | None | False | 142193.34 | 0 |
| 2411503 | 72117 | None | 088 | Supplying and Fi xing of shunt trip suitable for MCCB,CBCT. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 2210.49 | 2210.49 | 18.0 | False | None | None | False | None | False | 39788.82 | 0 |
| 2411504 | 72117 | None | 089 | Supplying and fi xing miniature circuit breakers on e xisting MCB distribution boards using necessary fi xing materials and 'C' curve indicator ON,OFF energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898. 6-32 AMPS TPN. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 2228.67 | 2228.67 | 54.0 | False | None | None | False | None | False | 120348.18 | 0 |
| 2411505 | 72117 | None | 090 | Supplying fi xing and wiring rotary selector switch suitable for Ammeter.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 259.6 | 259.6 | 18.0 | False | None | None | False | None | False | 4672.8 | 0 |
| 2411506 | 72117 | None | 091 | Supplying fi xing and wiring rotary selector switch suitable for Voltmeter. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 207.68 | 207.68 | 18.0 | False | None | None | False | None | False | 3738.24 | 0 |
| 2411507 | 72117 | None | 092 | Supplying fi xing and wiring 3 phase Digital Ammeter, Voltmeter Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 1849.65 | 1849.65 | 54.0 | False | None | None | False | None | False | 99881.1 | 0 |
| 2411508 | 72117 | None | 093 | Supplying fi xing and wiring Electronic Trivector Meter ETV 5 to 32,63 Amps three phase 4 wire whole current class-1 Accuracy Energy Meter.Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 7405.09 | 7405.09 | 18.0 | False | None | None | False | None | False | 133291.62 | 0 |
| 2411509 | 72117 | None | 094 | Supplying and fi xing of LED type panel board indicating lamp with required colour suitable for 230,440v A.C. 50 Hz 12,24v D.C. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Each | 668.47 | 668.47 | 54.0 | False | None | None | False | None | False | 36097.38 | 0 |
| 2411510 | 72117 | None | 095 | Supplying 100Amps rated 3phase with neutral bus bar using required capacity electrolytic alluminium strips covered with heat shrinkable coloured PVC sleeve mounted on phenolic,FRP,DMC insulator which are mounted on powder coated 40 x6mm M.S.flat frame work in e xisting panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary botls nuts and washers 100Amps 4 x30 x6mm Alluminium Strips Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Mtr | 3199.57 | 3199.57 | 90.0 | False | None | None | False | None | False | 287961.3 | 0 |
| 2411511 | 72117 | None | 096 | Supplying and fi xing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat 50 x50 x6MM with bolts washers etc.and painted with 2 coats of red oxide and then two coats of approved paint 50 x50 x6MM Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge | Mtr | 512.71 | 512.71 | 180.0 | False | None | None | False | None | False | 92287.8 | 0 |
| 2411512 | 72117 | None | 097 | Fabricating supplying and mounting MS bo x made out 14 SWG suitable for floor, wall mounting fully weather proof with provision for better heat dissipation provided with hinged front cover equipped with tamper proof locking arrangements with suitable size clamps with necessary cable entry pipe with gland and bo x should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc. complete. 14SWG. Including cost of all Labours complete as per specifications complete with all lead and lift and as per the directions of Engineer-in-charge. | Sq CM | 0.65 | 0.65 | 1728000.0 | False | None | None | False | None | False | 1123200.0 | 0 |
| 2411513 | 72117 | None | 098 | Manufacturing providing trasporting rolling lowering laying jointing and commissioning of ERW Electric Resistance Welded, SAW Submerged Arc Welded MS pipes of Outer dia Fe-410 grade conforming to IS 3589-2001 with latest amendments including perfect linking and welding of joints to correct position cost of the pipes conveyance lead lift charges cost of all labour and giving satisfactory hydraulic test as per IS 3589-2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications inside with CM 1 1.5 lining of minimum 10mm thick for pipes upto 610mm OD and with minimum 12mm thick beyond 610mm OD and out side with minimum 25mm thick coating in CM 1 3 over 50 x 50mm weld mesh of 13 gauge including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below including bailing out of water wherever necessary. Contractor will make his own arrangements for procuring water for testing.For MS Pipes of 219mm dia Note a No Negative tolerance in respect of thickness is pemissible. b Basic Cost of MS Plate is considered as Rs.71 700,- per MT c The pipe costs are FOR destination anywhere in Karnataka. Pipe of 457mm dia-7.9mm thick.Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 14120.94 | 14120.94 | 400.0 | False | None | None | False | None | False | 5648376.0 | 0 |
| 2411514 | 72117 | None | 099 | Cost of Haulage E xcluding Loading and Unloading Taking output 18 t load and lead 10 km is equal to 180 t.km Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 319.0 | 319.0 | 6150.4 | False | None | None | False | None | False | 1961977.6 | 0 |
| 2411515 | 72117 | None | 100 | Providing and laying Ductile Iron pipes of class conforming to IS 8329 2000 with latest amendments conveying to work site rolling and lowering into trenches laying true to line level and perfect linking at joints testing and commissioning including loading and unloading at both destinations cutting of pipes wherever necessary jointing with DI specials e xcluding cost of specials and rubber gaskets cleaning the socket and spigot end with soap solution applying soft soap to the socket and spigot ends before insertion of rubber gaskets jacking and fi xing in perfect conditions etc. The cost to include soap solution soft soap waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. The contractor will make his own arrangements for water for testing. Earth work e xcavation in trenches to be measured and paid for seperately Note In sewerage projects for internal cement mortal lining CML of DI pipes if High Alumina Cement HAC as recommended in Anne xure B clause 16.3 of IS8329 2000 is considered in place of Slag or Sulphate Resistance Cement SRC the cost of pipes may be increased by 5-6percent from the prices listed. For DI K7 pipes 150 mm dia pipe Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Mtr | 2616.77 | 2616.77 | 1200.0 | False | None | None | False | None | False | 3140124.0 | 0 |
| 2411516 | 72117 | None | 101 | Providing and fi xing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron DI conforming ti IS-1865 with the latest amendments and of grade GGG 40,50 shaft of stainless steel wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings minimum 2 O rings.Body and bonnet should be coated with Electrostatically applied Epo xy Powder Coating with minimum coating thickness of 2520 micron both inside and outside. The rate is inclusive of cost of valves T.P set galvanized bolts and nuts and rubber insertions etc. but e xcluding earth work. For Sluice Valve of PN 10 and 150 mm Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | No | 22702.02 | 22702.02 | 1.0 | False | None | None | False | None | False | 22702.02 | 0 |
| 2411517 | 72117 | None | 102 | Cost of Haulage E xcluding Loading and Unloading Taking output 18 t load and lead 10 km is equal to 180 t.km Including cost of all Labours complete as per specifications complete with all lead and lift as per the directions of Engineer-in-charge. | Cum | 199.37 | 199.37 | 11394.7 | False | None | None | False | None | False | 2271761.339 | 0 |