| 1709618894000 | 0 | None | None | Roads | Construction of concrete road (4lane) from Nandi village to Andhra Border road via Vijayapura, Shidlaghatta, Dibburahalli, E-Timmasandra, Cheluru from Ch-15.10 to 16.40Km in Devanahalli Taluk, Bangalore rural District (Vijayapura town limits) | 43790930.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2916952 | 95951 | None | 2.5(ii)A | 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 ii) By Mechanical Means using Dozer A.In area of light jungle P/I No.9/2.5(ii) A (Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | 100 Sqm | 477.65 | 477.65 | 11.52 | False | None | None | False | None | False | 5502.528 | 0 | | 2916953 | 95951 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m P/I No. 8/1.14.1 (Volume-1) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 123.97 | 123.97 | 1943.26 | False | None | None | False | None | False | 240905.9422 | 0 | | 2916954 | 95951 | None | 3.5 | 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 P/I No.17/3.5 (Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 7.29 | 7.29 | 3336.0 | False | None | None | False | None | False | 24319.44 | 0 | | 2916955 | 95951 | None | 4.1A(v) | 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 P/I No 23/4.1A(v) (Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 3022.7 | 3022.7 | 1066.56 | False | None | None | False | None | False | 3223890.912 | 0 | | 2916956 | 95951 | None | 1.8 | 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, allmaterials, usage& all other appurtenaces required to complete the work P/I No 7/1.8(Volume-1) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 576.1 | 576.1 | 268.5 | False | None | None | False | None | False | 154682.85 | 0 | | 2916957 | 95951 | None | 4.17 | 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 P/I No 26/4.17(Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 3110.21 | 3110.21 | 166.78 | False | None | None | False | None | False | 518720.8238 | 0 | | 2916958 | 95951 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing P/I No 49/6.1 (Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 5979.77 | 5979.77 | 1051.92 | False | None | None | False | None | False | 6290239.6584 | 0 | | 2916959 | 95951 | None | 6.2.1 | Pavement Quality Concrete using paver - M40 Grade Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design limiting water cement ratio to maximum 0.40 to achieve minimum flexural strength or modulus of rupture of concrete being 4.5Mpa transported to site laid with a slip form paver finisher,Spread, compacted and finished in a continues operation including provision of texturing, contraction, Expansion, contraction & longitudinal joints, joint filler separation membrane, silent primer, joint silent as per IRC 57: 2018, debonding strip, dowel bar, tie rod, admixtues, curing compound, steel channels, finishing to lines and grades as per drawing (reference to MORTH specification 602 along with IRC 15:-2017 OPC @ 420 kg/m3 P/I No 49/6.2.1 (Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 11012.74 | 11012.74 | 1381.06 | False | None | None | False | None | False | 15209254.7044 | 0 | | 2916960 | 95951 | None | 6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) P.No/Sl.No 6.8.2/51 (Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 1411.08 | 1411.08 | 960.0 | False | None | None | False | None | False | 1354636.8 | 0 | | 2916961 | 95951 | None | 8.24(i) | 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 expansion joints filled with pre-moulded asphalt filler board, as per approved drawing and at locations directed by the Engineer, all as specified i)M 25 grade concrete (P.No.63, I.No. 8.24(i))Volume-3 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 3229.32 | 3229.32 | 470.0 | False | None | None | False | None | False | 1517780.4 | 0 | | 2916962 | 95951 | None | 8.15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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 P/I No 67/8.15 (Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 644.16 | 644.16 | 370.0 | False | None | None | False | None | False | 238339.2 | 0 | | 2916963 | 95951 | None | 8.43 | 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 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. 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 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. P/I No 74/8.43(Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Nos | 443.62 | 443.62 | 500.0 | False | None | None | False | None | False | 221810.0 | 0 | | 2916964 | 95951 | None | 8.5(iv) | 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 x3mm 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:67:2022.iv)60 cm equilateral triangleP/I No 64/8.5 (iv) (Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Nos | 4346.27 | 4346.27 | 5.0 | False | None | None | False | None | False | 21731.35 | 0 | | 2916965 | 95951 | None | 8.7 | 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 properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing P/I No 65/8.7(Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 10950.75 | 10950.75 | 2.16 | False | None | None | False | None | False | 23653.62 | 0 | | 2916966 | 95951 | None | 8.16(ii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) P/I No 67/8.16(ii) (Volume-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Nos | 3557.48 | 3557.48 | 2.0 | False | None | None | False | None | False | 7114.96 | 0 | | 2916967 | 95951 | None | 8.17 | 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 x 100 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. (P.No.67, I.No. 8.17)Volume-3 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Each | 2456.32 | 2456.32 | 4.0 | False | None | None | False | None | False | 9825.28 | 0 | | 2916968 | 95951 | None | 8.51C | Providing and Laying of Rumble strips with Two component cold plastic with Primer coating rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant,for material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at C/C distance of 35 mm.For these specialised markings high refractive index glass beads of Ri 1.6 are recommended @ 350g/m2. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. (P.No.78, I.No. 8.51C)Volume-3 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 4417.98 | 4417.98 | 70.0 | False | None | None | False | None | False | 309258.6 | 0 | | 2916969 | 95951 | None | 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (P.No.66, I.No. 8.10)Volume-3 ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Sqm | 132.48 | 132.48 | 1128.0 | False | None | None | False | None | False | 149437.44 | 0 | | 2916970 | 95951 | None | 2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of
all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregatesP/I No 15/2.1.2 (Vol-1) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 6884.03 | 6884.03 | 163.2 | False | None | None | False | None | False | 1123473.696 | 0 | | 2916971 | 95951 | None | 8.29 (ii) | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending 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.ii) Double row for two utility services Common SR 2023-24 (Vol-3,8.29 (ii), Page No 71) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 4872.54 | 4872.54 | 67.5 | False | None | None | False | None | False | 328896.45 | 0 | | 2916972 | 95951 | None | 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates P/I No 16/2.4.2 (Vol-1) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 10374.72 | 10374.72 | 892.8 | False | None | None | False | None | False | 9262550.016 | 0 | | 2916973 | 95951 | None | 2.11h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures P/I No 18/2.11h (Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Tonne | 96029.97 | 96029.97 | 35.71 | False | None | None | False | None | False | 3429230.2287 | 0 | | 2916974 | 95951 | None | 12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications P/I No 117/12.2(Vol-3) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | m | 290.48 | 290.48 | 48.0 | False | None | None | False | None | False | 13943.04 | 0 | | 2916975 | 95951 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m P/I No 7/1.9(Vol-1) ---- Including all lead lifts loading unloading transportation labour hire charges of machinery curing for concrete works cost and convene of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work. | Cum | 323.3 | 323.3 | 345.6 | False | None | None | False | None | False | 111732.48 | 0 |
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