| 1709723918000 | 0 | None | None | Roads | Improvements to Curves in Selected reaches Construction of drain and Maintenance work of Hesaraghatta Tank Bund road SH-39 from Ch 6.00 to 11.00 km in Bangalore North Taluk | 4032487.13 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2941504 | 97182 | None | I. No. 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 By Mechanical Means using Dozer A In, of light jungle (VOL.3,P No.9, I. No. 2.5 (ii)a ---- 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 | 404.79 | 404.79 | 148.75 | False | None | None | False | None | False | 60212.5125 | 0 | | 2941505 | 97182 | None | I no -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,P No.17- I no -3.5)
---- 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 | 6.18 | 6.18 | 315.0 | False | None | None | False | None | False | 1946.7 | 0 | | 2941506 | 97182 | None | I no -16.8B | Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (VOL.3,P No.144- I no -16.8B)
---- 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 | Rmtr | 25.75 | 25.75 | 5000.0 | False | None | None | False | None | False | 128750.0 | 0 | | 2941507 | 97182 | None | I no.5.33 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (VOL.3,P No.43- I no.5.33 )
---- 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 | 15.45 | 15.45 | 328.5 | False | None | None | False | None | False | 5075.325 | 0 | | 2941508 | 97182 | None | 5.16 -B-(C) | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix 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 Bituminous Concrete Grading II for traffic 20 MSA (VOL.3,P No.38- 5.16 -B-(C))
---- 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 | 11282.62 | 11282.62 | 16.8 | False | None | None | False | None | False | 189548.016 | 0 | | 2941509 | 97182 | None | I no. 10.16 | Removing & Resetting existing 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 & 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) ( Vol. 3, P. No. 95, I no. 10.16) ---- 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 | 498.52 | 498.52 | 105.0 | False | None | None | False | None | False | 52344.6 | 0 | | 2941510 | 97182 | None | I no. 10.15 (i)) | Patching of Shallow Potholes using SDBC Gr II 25 mm thick Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification.(Vol.3, P No. 92, I no. 10.15 (i)) ---- 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 | 270.89 | 270.89 | 280.0 | False | None | None | False | None | False | 75849.2 | 0 | | 2941511 | 97182 | None | I.No.-8.15 | 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. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (VOL.3,P No.67 I.No.-8.15) ---- 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 | 545.9 | 545.9 | 1125.0 | False | None | None | False | None | False | 614137.5 | 0 | | 2941512 | 97182 | None | I.NO.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,Page 67 I.NO.8.17) ---- 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 | No | 2081.63 | 2081.63 | 80.0 | False | None | None | False | None | False | 166530.4 | 0 | | 2941513 | 97182 | None | I.NO. 8.6 A (viii)) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 maintained as per section 12 of IRC:67:2022.60 cm circular (VOL.3,P No.65- I.NO. 8.6 A (viii)) ---- 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 | No | 4479.47 | 4479.47 | 15.0 | False | None | None | False | None | False | 67192.05 | 0 | | 2941514 | 97182 | None | 8.6 A (xii) | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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 maintained as per section 12 of IRC:67:2022.60 cm x 45 cm rectangular (VOL.3,P No.65- I.NO. 8.6 A (xii)) ---- 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 | No | 4401.19 | 4401.19 | 16.0 | False | None | None | False | None | False | 70419.04 | 0 | | 2941515 | 97182 | None | I.NO. 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 (VOL.3,P No.67- I.NO. 8.16 (ii)) ---- 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 | No | 3014.81 | 3014.81 | 5.0 | False | None | None | False | None | False | 15074.05 | 0 | | 2941516 | 97182 | None | I.NO. 8.16 (iii)) | Reinforced cement concrete M15grade 200 m stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) (VOL.3,P No.67, I.NO. 8.16 (iii)) ---- 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 | No | 867.26 | 867.26 | 20.0 | False | None | None | False | None | False | 17345.2 | 0 | | 2941517 | 97182 | None | I.No. 8.7 | 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 Direction and Place Identification Signs upto 0.9 m2 Size Board. (VOL.3,P No.65- I.No. 8.7) ---- 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 | 9280.3 | 9280.3 | 10.8 | False | None | None | False | None | False | 100227.24 | 0 | | 2941518 | 97182 | None | I.No.-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. (VOL.3,P No.74 I.No.-8.43) ---- 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 | 375.95 | 375.95 | 880.0 | False | None | None | False | None | False | 330836.0 | 0 | | 2941519 | 97182 | None | I no. 10.3 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor (Vol.3, P No.91, I no. 10.3) ---- 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 | 40.17 | 40.17 | 2000.0 | False | None | None | False | None | False | 80340.0 | 0 | | 2941520 | 97182 | None | i no. 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces ( Vol.3, P. 66, i no. 8.10)
---- 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 | 112.27 | 112.27 | 60.0 | False | None | None | False | None | False | 6736.2 | 0 | | 2941521 | 97182 | None | I.No.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 (VOL.1,P. 8 -I.No.1.14.1 ---- 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 | 105.06 | 105.06 | 443.52 | False | None | None | False | None | False | 46596.2112 | 0 | | 2941522 | 97182 | None | I no - 2.1.4 | 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 20 mm nominal size graded crushed coarse aggregates (VOL.1,P No.15- I no - 2.1.4) ---- 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 | 6403.51 | 6403.51 | 36.96 | False | None | None | False | None | False | 236673.7296 | 0 | | 2941523 | 97182 | None | Item.No 2.3.1 | 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. (The cost of steel reinforcement ) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL.1,Page. 16, Item.No 2.3.1) ---- 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 | 8792.13 | 8792.13 | 120.12 | False | None | None | False | None | False | 1056110.6556 | 0 | | 2941524 | 97182 | None | I. no 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 All other type of structures(VOL.1,P-18 I. no 2.11 (h)) ---- 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 | 81381.33 | 81381.33 | 4.39 | False | None | None | False | None | False | 357264.0387 | 0 | | 2941525 | 97182 | None | I.NO.17.12 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easydrainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (VOL.2, Page 176,I.NO.17.12) ---- 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 | 955.84 | 955.84 | 369.6 | False | None | None | False | None | False | 353278.464 | 0 |
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