| 1708608330000 | 0 | None | None | Roads | Reconstruction of road and Protection Works for SH-65 Malpe-Molakalmuru Road (from ch 72.00 -84.45km) in selcted reaches in Sringeri Constituency | 5651386.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2767310 | 88216 | 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 ( Vol-3, I.No. 3.5 Pg No:17) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Sqm | 6.72 | 6.72 | 605.0 | False | None | None | False | None | False | 4065.6 | 0 | | 2767311 | 88216 | 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. '( Vol-3, I.No. 4.17 Pg No:26) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 2866.08 | 2866.08 | 136.12 | False | None | None | False | None | False | 390130.8096 | 0 | | 2767312 | 88216 | None | 5.1 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. '( Vol-3, I.No. 5.1 Pg No:31) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Sqm | 45.92 | 45.92 | 605.0 | False | None | None | False | None | False | 27781.6 | 0 | | 2767313 | 88216 | None | 5.3 | 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 ( Vol-3, I.No. 5.3 Pg No:31) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Sqm | 13.44 | 13.44 | 4345.0 | False | None | None | False | None | False | 58396.8 | 0 | | 2767314 | 88216 | None | 5.8C | Bituminous Macadam Grading - II for traffic lesser than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 ( Vol-3, I.No. 5.8.c Pg No: 33) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 8580.32 | 8580.32 | 269.22 | False | None | None | False | None | False | 2309993.7504 | 0 | | 2767315 | 88216 | None | 5.31 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% 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. '( Vol-3, I.No. 5.31 Pg No: 43) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 11370.24 | 11370.24 | 123.75 | False | None | None | False | None | False | 1407067.2 | 0 | | 2767316 | 88216 | None | 3.6 | 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 '( Vol-3, I.No. 3.6 Pg No: 17) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 552.16 | 552.16 | 540.0 | False | None | None | False | None | False | 298166.4 | 0 | | 2767317 | 88216 | None | 1.14.2 | 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 Depth 3 m to 6 m '( Vol-1, I.No. 1.14.2 Pg No:8) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 131.04 | 131.04 | 96.53 | False | None | None | False | None | False | 12649.2912 | 0 | | 2767318 | 88216 | None | 2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates '( Vol-1, I.No. 2.1.3 Pg No:15) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 6707.68 | 6707.68 | 10.12 | False | None | None | False | None | False | 67881.7216 | 0 | | 2767319 | 88216 | None | 2.11 h | 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 SFor Other works '( Vol-1, I.No. 2.11.h Pg No:18) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Tonne | 88492.32 | 88492.32 | 3.91 | False | None | None | False | None | False | 346004.9712 | 0 | | 2767320 | 88216 | None | 2.4.3 | Providing and laying in position 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 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates '( Vol-1, I.No. 2.4.3 Pg No:16) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 7096.32 | 7096.32 | 14.85 | False | None | None | False | None | False | 105380.352 | 0 | | 2767321 | 88216 | None | 2.4.3 | Formwork, Centering & Scaffloding For Drain Stem3% ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 212.89 | 212.89 | 14.85 | False | None | None | False | None | False | 3161.4165 | 0 | | 2767322 | 88216 | None | 2.4.3 | Providing and laying in position 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 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates '( Vol-1, I.No. 2.4.3 Pg No:16) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 7096.32 | 7096.32 | 15.0 | False | None | None | False | None | False | 106444.8 | 0 | | 2767323 | 88216 | None | 2.4.3 | Formwork, Centering & Scaffloding 10% For Drain Raft ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 709.63 | 709.63 | 15.0 | False | None | None | False | None | False | 10644.45 | 0 | | 2767324 | 88216 | None | 12.3 | Providing and laying in position 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 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 7096.32 | 7096.32 | 31.84 | False | None | None | False | None | False | 225946.8288 | 0 | | 2767325 | 88216 | None | 2.4.3 | Formwork, Centering & Scaffloding 8% For Culvert ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 567.71 | 567.71 | 31.84 | False | None | None | False | None | False | 18075.8864 | 0 | | 2767326 | 88216 | None | 2.4.3 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. '( Vol-3, I.No. 12.4 Pg No: 117) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 2998.24 | 2998.24 | 20.25 | False | None | None | False | None | False | 60714.36 | 0 | | 2767327 | 88216 | 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,all materials,usage& all other appurtenaces required to complete the work. ( Vol-1, I.No.1.8 Pg No:7) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Cum | 530.88 | 530.88 | 75.0 | False | None | None | False | None | False | 39816.0 | 0 | | 2767328 | 88216 | None | 8.5(ii) | 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 properlydesigned foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangle '( Vol-3, I.No. 8.5(ii) Pg No: 64) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Nos | 5246.08 | 5246.08 | 6.0 | False | None | None | False | None | False | 31476.48 | 0 | | 2767329 | 88216 | None | 8.5(vi) | 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 properlydesigned foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm circular ( Vol-3, I.No. 8.5(vi) Pg No: 64) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Nos | 7060.48 | 7060.48 | 6.0 | False | None | None | False | None | False | 42362.88 | 0 | | 2767330 | 88216 | None | 8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed tothe 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 ( Vol-3, I.No. 8.8Pg No: 65) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Sqm | 10866.24 | 10866.24 | 5.76 | False | None | None | False | None | False | 62589.5424 | 0 | | 2767331 | 88216 | 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 ( Vol-3, I.No. 8.17 Pg No: 67) ---- Including cost and conveyance of all materials Labour Hire charges of Machineries and Equipments with all lead and lifts, loading and unloading charges etc.. Complete as directed as per specification and direction of Engineer in-charge of the work. | Each | 2263.52 | 2263.52 | 10.0 | False | None | None | False | None | False | 22635.2 | 0 |
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