| 1709896874000 | 0 | None | None | Roads | Construction of C C Road and Drain in 44 mining affacted villages of in CN Halli taluk Tumkur district | 380619132.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2971741 | 98435 | None | code01 | Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i)The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middleplate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate... and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7
A Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1 | Each | 19021.12 | 19021.12 | 88.0 | False | None | None | False | None | False | 1673858.56 | 0 | | 2971742 | 98435 | None | code02 | 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 | Sqm | 486.93 | 486.93 | 787.92 | False | None | None | False | None | False | 383661.8856 | 0 | | 2971743 | 98435 | None | code03 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 7.43 | 7.43 | 2278.5 | False | None | None | False | None | False | 16929.255 | 0 | | 2971744 | 98435 | None | code04 | 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 | Cum | 126.37 | 126.37 | 53649.48 | False | None | None | False | None | False | 6779684.7876 | 0 | | 2971745 | 98435 | None | code05 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 224.25 | 224.25 | 1572.2 | False | None | None | False | None | False | 352565.85 | 0 | | 2971746 | 98435 | None | code06 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work, MORTH Specification No. 301 | Cum | 105.31 | 105.31 | 39928.45 | False | None | None | False | None | False | 4204865.0695 | 0 | | 2971747 | 98435 | None | code07 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. | Cum | 147.44 | 147.44 | 3849.8 | False | None | None | False | None | False | 567614.512 | 0 | | 2971748 | 98435 | None | code08 | 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. | Cum | 587.28 | 587.28 | 35.0 | False | None | None | False | None | False | 20554.8 | 0 | | 2971749 | 98435 | None | code09 | Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting
Construction of sub-grade and earthen shoulders with Material Deposited from Roadway Cutting transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador , consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete. | Cum | 75.57 | 75.57 | 9810.34 | False | None | None | False | None | False | 741367.3938 | 0 | | 2971750 | 98435 | None | code10 | 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. | Cum | 130.09 | 130.09 | 50936.44 | False | None | None | False | None | False | 6626321.4796 | 0 | | 2971751 | 98435 | None | code11 | 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 | Cum | 610.82 | 610.82 | 345.01 | False | None | None | False | None | False | 210739.0082 | 0 | | 2971752 | 98435 | None | code12 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 V)For Grading -V Material MORTH Specification No. 401 | Cum | 3081.39 | 3081.39 | 16248.44 | False | None | None | False | None | False | 50067780.5316 | 0 | | 2971753 | 98435 | None | code13 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 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. | Cum | 8368.2 | 8368.2 | 23277.82 | False | None | None | False | None | False | 194793453.324 | 0 | | 2971754 | 98435 | None | code14 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) MORTH Specification No. 805 | No | 3626.55 | 3626.55 | 2.167 | False | None | None | False | None | False | 7858.73385 | 0 | | 2971755 | 98435 | None | code15 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) MORTH Specification No. 805 | No | 1043.23 | 1043.23 | 10.835 | False | None | None | False | None | False | 11303.39705 | 0 | | 2971756 | 98435 | None | code16 | 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. MORTH Specification No. 803 | Sqm | 656.67 | 656.67 | 10465.09 | False | None | None | False | None | False | 6872110.6503 | 0 | | 2971757 | 98435 | None | code17 | 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, m/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 pproved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. ( ii ) 90 cm equilateral triangle MORTH Specification No. 801 | Each | 5803.47 | 5803.47 | 471.4 | False | None | None | False | None | False | 2735755.758 | 0 | | 2971758 | 98435 | None | code18 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Typ IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, mm/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. (viii ) 60 cm circular MORTH Specification No. 801 | Each | 5323.98 | 5323.98 | 31.0 | False | None | None | False | None | False | 165043.38 | 0 | | 2971759 | 98435 | None | code19 | 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, mm/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 cmx 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. ( xii ) 60 cm x 45 cm rectangular, MORTH Specification No. 801 | Each | 5233.53 | 5233.53 | 16.0 | False | None | None | False | None | False | 83736.48 | 0 | | 2971760 | 98435 | None | code20 | 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 aintained as per section 12 of IRC:67:2012. ( xv ) 90 cm high octagon. MORTH Specification No. 801 | Each | 8055.97 | 8055.97 | 92.0 | False | None | None | False | None | False | 741149.24 | 0 | | 2971761 | 98435 | None | code21 | Direction and Place Identification Signs upto 0.9 m2 Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of roperly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. MORTH Specification No. 801 PWD CSR 2021-22 V-3 Item no 8.7, Page no 65. | Sqm | 11163.39 | 11163.39 | 40.49 | False | None | None | False | None | False | 452005.6611 | 0 | | 2971762 | 98435 | None | code22 | Direction and Place Identification Signs with size more than 0.9 m2 size Board..Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. MORTH Specification No. 801 | Sqm | 12020.77 | 12020.77 | 207.2 | False | None | None | False | None | False | 2490703.544 | 0 | | 2971763 | 98435 | None | code23 | Supplying and Fixing 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 exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 1 cm2 n 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) fromthe body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's commendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including tipulated retro-reflectance of the reflecting panel, to the Engineer. MORTH Specification No. 806 | No | 452.23 | 452.23 | 4959.33 | False | None | None | False | None | False | 2242757.8059 | 0 | | 2971764 | 98435 | None | code24 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m m. | Cum | 299.83 | 299.83 | 5005.8 | False | None | None | False | None | False | 1500889.014 | 0 | | 2971765 | 98435 | None | code25 | 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. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 7420.37 | 7420.37 | 92.49 | False | None | None | False | None | False | 686310.0213 | 0 | | 2971766 | 98435 | None | code26 | 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. Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 7702.86 | 7702.86 | 778.63 | False | None | None | False | None | False | 5997677.8818 | 0 | | 2971767 | 98435 | None | code27 | 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. | Tonne | 107090.48 | 107090.48 | 133.2031 | False | None | None | False | None | False | 14264783.916488 | 0 | | 2971768 | 98435 | None | code28 | Providing and laying in Reinforced 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 necesary, 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. | Cum | 8207.25 | 8207.25 | 2273.77 | False | None | None | False | None | False | 18661398.8325 | 0 | | 2971769 | 98435 | None | code29 | Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. | Sqm | 232.93 | 232.93 | 17202.5 | False | None | None | False | None | False | 4006978.325 | 0 | | 2971770 | 98435 | None | code30 | Wet Mix Macadam (Plant mix method), Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 3170.6 | 3170.6 | 11085.01 | False | None | None | False | None | False | 35146132.706 | 0 | | 2971771 | 98435 | None | code31 | 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 withall lifts and lead (ii) By Mechanical Means A) Cement Concrete Grade M-15 & M-20 | Cum | 890.84 | 890.84 | 16.09 | False | None | None | False | None | False | 14333.6156 | 0 | | 2971772 | 98435 | None | code32 | 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 (ix) Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. A) Pipes up to 600mm dia | m | 1185.72 | 1185.72 | 79.28 | False | None | None | False | None | False | 94003.8816 | 0 | | 2971773 | 98435 | None | code33 | 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 withall lifts and lead(iv)By manual means (B) Rubble stone masonary in Cement Motor | Cum | 755.79 | 755.79 | 80.18 | False | None | None | False | None | False | 60599.2422 | 0 | | 2971774 | 98435 | None | code34 | Providing and laying in position Reinforced cement concrete for all Sub structures of building , Road works, Water works, 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 weepholes whereever necessary, 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 einforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9420.36 | 9420.36 | 337.13 | False | None | None | False | None | False | 3175885.9668 | 0 | | 2971775 | 98435 | None | code35 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel einforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10174.17 | 10174.17 | 96.59 | False | None | None | False | None | False | 982723.0803 | 0 | | 2971776 | 98435 | None | code36 | 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 | m | 170.98 | 170.98 | 398.0 | False | None | None | False | None | False | 68050.04 | 0 | | 2971777 | 98435 | None | code37 | 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 at hickness of not less than 600 mm with smaller size towardsthe 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. | Cum | 3316.8 | 3316.8 | 366.28 | False | None | None | False | None | False | 1214877.504 | 0 | | 2971778 | 98435 | None | code38 | Providing and constructing curtain wall complete as per Drawing and Technical Specifications B. Cement concrete grade M15 | Cum | 7735.07 | 7735.07 | 15.1 | False | None | None | False | None | False | 116799.557 | 0 | | 2971779 | 98435 | None | code39 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 8438.82 | 8438.82 | 5.88 | False | None | None | False | None | False | 49620.2616 | 0 | | 2971780 | 98435 | None | code40 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 14663.56 | 14663.56 | 11.55 | False | None | None | False | None | False | 169364.118 | 0 | | 2971781 | 98435 | None | code41 | 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, including cost of materials, labour, HOM complete as per specifications.
MORTH Specification No. 2600 | m | 2224.0 | 2224.0 | 11.0 | False | None | None | False | None | False | 24464.0 | 0 | | 2971782 | 98435 | None | code42 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of durt, dust, oil grease, efflorescence and applying paint @the rate of 1 litre for 2 sqm including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. | Sqm | 104.07 | 104.07 | 281.53 | False | None | None | False | None | False | 29298.8271 | 0 | | 2971783 | 98435 | None | code43 | Providing and laying pithcing on slopes laid over flter media including boulder apron laid dry in front of toe of embankment complete as per drawing and specification.A)Stone/Boulders | Cum | 2368.96 | 2368.96 | 28.04 | False | None | None | False | None | False | 66425.6384 | 0 | | 2971784 | 98435 | None | code44 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications | Cum | 3761.6 | 3761.6 | 12.42 | False | None | None | False | None | False | 46719.072 | 0 | | 2971785 | 98435 | None | code45 | Providing and laying boulders apron on river bed for protection against scour with stone boulders eighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder Laid Dry Without Wire Crates. | Cum | 2368.96 | 2368.96 | 35.28 | False | None | None | False | None | False | 83576.9088 | 0 | | 2971786 | 98435 | None | code46 | Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with TMT reinforcement conforming to MORT&H specificatios and as per details given in IRC-5 including dowel bars, 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the and approved drawing and at locations directed by the Engineer, all as specified Crash Barrier for Bridges (Height 1100 mm) as per details given IRC-5 (fig-2) (Area 0.298 m2 for 1 m length) | m | 6033.93 | 6033.93 | 27.4 | False | None | None | False | None | False | 165329.682 | 0 | | 2971787 | 98435 | None | code47 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 4052.76 | 4052.76 | 4.0 | False | None | None | False | None | False | 16211.04 | 0 | | 2971788 | 98435 | None | code48 | Tar paper-Supplying, and fixing in postion Tarpaper for laying over abutment as Bearing conforming to MoSRT &H Specifications as 1per drawing and Technical Specifications, including cost of all materials, labour, lead, lift,loading, unloading, transportation etc., . complete . | Sqm | 164.78 | 164.78 | 3.3 | False | None | None | False | None | False | 543.774 | 0 | | 2971789 | 98435 | None | code49 | Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate.
Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply Chemical (IRC Accreditation)to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement,IRC SP89 2018 direction of Engineer-in-Charge | Cum | 3144.58 | 3144.58 | 3731.6 | False | None | None | False | None | False | 11734314.728 | 0 |
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