| 1726237849000 | 0 | None | None | Bridges | CONSTRUCTION OF FOOT BRIDGE AT DOREDODDI VILLAGE DINNAHALLI GRAM PANCHAYATH IN HANUR TALUK OF CHAMARAJANAGAR DISTRICT | 2869610.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4004974 | 154978 | None | V1,1.14.1 | 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 3m (P.NO. 8 / I.No 1.14.1 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 102.0 | 102.0 | 82.28 | False | None | None | False | None | False | 8392.56 | 0 | | 4004975 | 154978 | None | V1,1.15.1 | 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 In ordinary/soft rock without blasting upto 1.5 m depth (P.No. 8 / I.No 1.15.1 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 363.0 | 363.0 | 54.86 | False | None | None | False | None | False | 19914.18 | 0 | | 4004976 | 154978 | None | V1,2.1.3 | 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 (P.No. 15 / I.No 2.1.3 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 5989.0 | 5989.0 | 17.07 | False | None | None | False | None | False | 102232.23 | 0 | | 4004977 | 154978 | None | V1,2.2.3 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (P.No. 15 / I.No 2.2.3 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 6336.0 | 6336.0 | 36.54 | False | None | None | False | None | False | 231517.44 | 0 | | 4004978 | 154978 | None | V1,2.3.2 | Providing and laying in 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 15&16 / I.No 2.3.2 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 6480.0 | 6480.0 | 51.33 | False | None | None | False | None | False | 332618.4 | 0 | | 4004979 | 154978 | None | V1,2.5.2 | Providing and laying in position 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 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 16 / I.No 2.5.2 PWD SR 2023-24/ Vol-1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 6843.0 | 6843.0 | 32.16 | False | None | None | False | None | False | 220070.88 | 0 | | 4004980 | 154978 | None | V1,2.11B | 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. B. Foundations of Bridges (V-1, P- 18, I-2.11B) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | t | 86206.0 | 86206.0 | 2.92 | False | None | None | False | None | False | 251721.52 | 0 | | 4004981 | 154978 | None | V1,2.11C | 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. C. Sub structure of Bridges (V-1, P- 18, I-2.11C) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | t | 86433.0 | 86433.0 | 6.67 | False | None | None | False | None | False | 576508.11 | 0 | | 4004982 | 154978 | None | V1,2.11D | 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. C. Super structure of Bridges (V-1, P- 18, I-2.11D) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | t | 86658.0 | 86658.0 | 3.86 | False | None | None | False | None | False | 334499.88 | 0 | | 4004983 | 154978 | None | V1,1.8 | 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. (V-1, P-7, I-1.8, PWD SR 2023-24) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 474.0 | 474.0 | 287.9 | False | None | None | False | None | False | 136464.6 | 0 | | 4004984 | 154978 | None | V1, A67 | Additionalities for Formwork, centring, & Scaffolding for sub structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in-Charge of the work. 8 percent. PWD SR, 2023-24, VOL-1, PG NO-111 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 506.88 | 506.88 | 36.54 | False | None | None | False | None | False | 18521.3952 | 0 | | 4004985 | 154978 | None | V1,PG-A67 | Additionalities for Formwork, centring, & Scaffolding for basement and surface level works of structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in- Charge of the work. 10 percent. PWD SR, 2023-24, VOL-1, PG NO-111 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 648.0 | 648.0 | 51.33 | False | None | None | False | None | False | 33261.84 | 0 | | 4004986 | 154978 | None | V1,PG-A67 | Additionalities for Formwork, centring, & Scaffolding for super structure. Including cost of all materials, cost of labour, cost of equipment and machinery, cost of hire charges of machinery, lead & lift, loading and unloading, transportation and all other incidental charges etc., complete. The work shall be carried out as per the directions of the Engineer-in- Charge of the work. 20 percent. PWD SR, 2023-24, VOL-1, PG NO-111 ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 1368.6 | 1368.6 | 32.16 | False | None | None | False | None | False | 44014.176 | 0 | | 4004987 | 154978 | None | V3,3.7 | 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 (V-3, P-17, I-3.7) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | cc | 105.0 | 105.0 | 16.65 | False | None | None | False | None | False | 1748.25 | 0 | | 4004988 | 154978 | None | V3,4.17 | 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. (V-3, P-26, I-4.17) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 2559.0 | 2559.0 | 16.65 | False | None | None | False | None | False | 42607.35 | 0 | | 4004989 | 154978 | None | V3,6.2.1 | 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 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. OPC @ 420 kg/m3 (V-3, P-49, I-6.2.1) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 9061.0 | 9061.0 | 16.65 | False | None | None | False | None | False | 150865.65 | 0 | | 4004990 | 154978 | None | V3,12.4 | 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. (P.No. 117 / I.No 12.4 PWD SR 2023-24/ Vol-3) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 2677.0 | 2677.0 | 44.19 | False | None | None | False | None | False | 118296.63 | 0 | | 4004991 | 154978 | None | V3,14.4A | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder (P.No. 129 / I.No 14.4A PWD SR 2023-24/ Vol-3) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Cum | 1912.0 | 1912.0 | 30.24 | False | None | None | False | None | False | 57818.88 | 0 | | 4004992 | 154978 | None | V3,8.21 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings (P.No. 123 / I.No 8.21 PWD SR 2023-24/ Vol-3) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | m | 1975.0 | 1975.0 | 69.0 | False | None | None | False | None | False | 136275.0 | 0 | | 4004993 | 154978 | None | V3,8.10 | 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 PWD SR 2023-24/ Vol-3) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Sqm | 109.0 | 109.0 | 75.9 | False | None | None | False | None | False | 8273.1 | 0 | | 4004994 | 154978 | None | V3,8.11 | Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade (P.No. 66/ I.No 8.11 PWD SR 2023-24/ Vol-3) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Sqm | 96.0 | 96.0 | 82.8 | False | None | None | False | None | False | 7948.8 | 0 | | 4004995 | 154978 | None | V3,8.7 | Direction and Place identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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(V-3, P-65, I-8.7) ---- Including cost of all materials cost of labour cost of equipment and machinery cost of hire charges of machinery lead AND lift loading and unloading transportation and all other incidental charges etc complete. The work shall be carried out as per the directions of the Engineer in Charge of the work | Sqm | 9010.0 | 9010.0 | 4.0 | False | None | None | False | None | False | 36040.0 | 0 |
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