3906065 | 150589 | None | code01 | Earth work excavation 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 excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including In all kinds of soils Depth upto 1.5 m ---- Site certification by AEE | Cum | 249.26 | 249.26 | 93.0 | False | None | None | False | None | False | 23181.18 | 0 |
3906066 | 150589 | None | code02 | Providing and laying in position Cement Concrete for levelling course for all works in foundation The granite or trap or 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 and 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 is to 5 is to 10 Using 40 mm nominal size graded crushed coarse aggregates ---- Site certification by AEE | Cum | 5498.14 | 5498.14 | 10.8 | False | None | None | False | None | False | 59379.912 | 0 |
3906067 | 150589 | None | code03 | Providing and laying in position Ready Mixed or Batch Mixed concrete as per IS 10262 mix design procedure for Cement Concrete works in all types of Structures other than Road works using coarse aggregate and fine aggregate derived from natural sources Ordinary Portland Cement OPC at 75percent and GGBS at 25 percent proportion admixtures to accelerate or retard setting of concrete to improve durability and workability without impairing strength including pumping of concrete to site of laying curing carriage for all leads but excluding the cost of centering shuttering finishing and reinforcement as per direction of the Engineer in charge. b RMC M20 Grade ---- Site certification by AEE | Cum | 8484.83 | 8484.83 | 34.15 | False | None | None | False | None | False | 289756.9445 | 0 |
3906068 | 150589 | None | code04 | Supplying fitting and placing TMT FE 550 or 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping or welding joints tying with binding wire or soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures ---- Site certification by AEE | Tonne | 81381.33 | 81381.33 | 1.29 | False | None | None | False | None | False | 104981.9157 | 0 |
3906069 | 150589 | None | code05 | Filling available excavated earth excluding rock in trenches plinth sides of foundations and other similar works in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m ---- Site certification by AEE | Cum | 273.98 | 273.98 | 2.7 | False | None | None | False | None | False | 739.746 | 0 |
3906070 | 150589 | None | code06 | Earth work in surface excavation for stripping seating of bund Road way by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces disposing off or levelling the excavated 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 and other appurtenances required to complete the work ---- Site certification by AEE | Sqm | 93.73 | 93.73 | 280.0 | False | None | None | False | None | False | 26244.4 | 0 |
3906071 | 150589 | None | code07 | Construction of granular sub base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 ---- Site certification by AEE | Cum | 2372.09 | 2372.09 | 42.0 | False | None | None | False | None | False | 99627.78 | 0 |
3906072 | 150589 | None | code08 | Wet Mix Macadam Plant mix method Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site laying in uniform layers with Grader in sub base or base course on well prepared surface and compacting with vibratory roller to achieve the desired density Laying Using Grader Medium Works ---- Site certification by AEE | Cum | 2635.77 | 2635.77 | 42.0 | False | None | None | False | None | False | 110702.34 | 0 |
3906073 | 150589 | None | code09 | Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on Granular surface ---- Site certification by AEE | Sqm | 14.42 | 14.42 | 245.0 | False | None | None | False | None | False | 3532.9 | 0 |
3906074 | 150589 | None | code10 | Bituminous Macadam Grading II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 at 3.4 percent by weight of mix 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 ---- Site certification by AEE | Cum | 7967.05 | 7967.05 | 12.25 | False | None | None | False | None | False | 97596.3625 | 0 |
3906075 | 150589 | None | code11 | Tack coat on Bituminous surface Providing and applying tack coat with VG 10 Bitumen using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom MoRTH Sec 503 ---- Site certification by AEE | Sqm | 12.36 | 12.36 | 245.0 | False | None | None | False | None | False | 3028.2 | 0 |
3906076 | 150589 | None | code12 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40 or 60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG 30 at 5 percent by weight of mix and filler transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per MoRTH V revision ---- Site certification by AEE | Cum | 10456.56 | 10456.56 | 6.13 | False | None | None | False | None | False | 64098.7128 | 0 |
3906077 | 150589 | None | code13 | Painting lines dashes arrows on roads in two coats on new work with ready mixed road marking paint conforming to IS 164 2015 on bituminous surface including cleaning the surface of all dirt dust and other foreign matter demarcation at site and traffic control over 10 cm in width ---- Site certification by AEE | Sqm | 209.09 | 209.09 | 21.09 | False | None | None | False | None | False | 4409.7081 | 0 |
3906078 | 150589 | None | code14 | Providing and laying 100mm thick precast cover slabs over drains and Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm 3ply wired steel at 2.00 kg per sqm slabs jointed in CM 1 is to 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 Complete ---- Site certification by AEE | Sqm | 955.84 | 955.84 | 48.67 | False | None | None | False | None | False | 46520.7328 | 0 |