| 3317044 | 115992 | None | code01 | 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 .PWD Common DSR 2023-24 Volume III (P No: 17 I.No: 3.5) | Sqm | 6.3 | 6.3 | 730.0 | False | None | None | False | None | False | 4599.0 | 0 |
| 3317045 | 115992 | None | code02 | 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...PWD Common DSR 2023-24 Volume III (P No: 17 I.No:3.7) | Sqm | 110.25 | 110.25 | 730.0 | False | None | None | False | None | False | 80482.5 | 0 |
| 3317046 | 115992 | None | code03 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (V) For Grading -V Material.PWD Common DSR 2023-24 VolumeIII (P No: 23 I.No:4.2 B(V) | Cum | 2476.95 | 2476.95 | 73.0 | False | None | None | False | None | False | 180817.35 | 0 |
| 3317047 | 115992 | None | code04 | 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) | Sqm | 1219.05 | 1219.05 | 730.0 | False | None | None | False | None | False | 889906.5 | 0 |
| 3317048 | 115992 | None | code05 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 4.68 | False | None | None | False | None | False | 30550.338 | 0 |
| 3317049 | 115992 | None | code06 | 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 | No | 9460.5 | 9460.5 | 1.0 | False | None | None | False | None | False | 9460.5 | 0 |
| 3317050 | 115992 | None | code07 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 99.75 | 99.75 | 100.55 | False | None | None | False | None | False | 10029.8625 | 0 |
| 3317051 | 115992 | None | code08 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 100.55 | False | None | None | False | None | False | 8974.0875 | 0 |
| 3317052 | 115992 | None | code09 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 15.46 | False | None | None | False | None | False | 100920.561 | 0 |
| 3317053 | 115992 | None | code10 | Concrete for Foundation Works
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 28.21 | False | None | None | False | None | False | 186224.0835 | 0 |
| 3317054 | 115992 | None | code11 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Drain Form Works Consider 5% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 2a for cement concrete drain ) 35% | Cum | 2310.47 | 2310.47 | 28.21 | False | None | None | False | None | False | 65178.3587 | 0 |
| 3317055 | 115992 | None | code12 | TMT for All Structures
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 | 82961.55 | 82961.55 | 1.58 | False | None | None | False | None | False | 131079.249 | 0 |
| 3317056 | 115992 | None | code13 | 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 .PWD Common DSR 2023-24 Volume III (P No: 17 I.No: 3.5) | Sqm | 6.3 | 6.3 | 650.0 | False | None | None | False | None | False | 4095.0 | 0 |
| 3317057 | 115992 | None | code14 | 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...PWD Common DSR 2023-24 Volume III (P No: 17 I.No:3.7) | Sqm | 110.25 | 110.25 | 650.0 | False | None | None | False | None | False | 71662.5 | 0 |
| 3317058 | 115992 | None | code15 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material (V) For Grading -V Material.PWD Common DSR 2023-24 VolumeIII (P No: 23 I.No:4.2 B(V) | Cum | 2476.95 | 2476.95 | 65.0 | False | None | None | False | None | False | 161001.75 | 0 |
| 3317059 | 115992 | None | code16 | 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) | Sqm | 1219.05 | 1219.05 | 650.0 | False | None | None | False | None | False | 792382.5 | 0 |
| 3317060 | 115992 | None | code17 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 3.6 | False | None | None | False | None | False | 23500.26 | 0 |
| 3317061 | 115992 | None | code18 | 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 | No | 9460.5 | 9460.5 | 1.0 | False | None | None | False | None | False | 9460.5 | 0 |
| 3317062 | 115992 | None | code19 | 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 | 6.3 | 6.3 | 656.25 | False | None | None | False | None | False | 4134.375 | 0 |
| 3317063 | 115992 | None | code20 | 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...PWD Common DSR 2023-24 Volume III (P No: 17 I.No:3.7) | Sqm | 110.25 | 110.25 | 656.25 | False | None | None | False | None | False | 72351.5625 | 0 |
| 3317064 | 115992 | None | code21 | Construction of Subgrade and Earthen Shoulders
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 | 507.79 | 507.79 | 42.0 | False | None | None | False | None | False | 21327.18 | 0 |
| 3317065 | 115992 | None | code22 | By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material | Cum | 2429.77 | 2429.77 | 65.625 | False | None | None | False | None | False | 159453.65625 | 0 |
| 3317066 | 115992 | None | code23 | 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 | 2635.77 | 2635.77 | 65.625 | False | None | None | False | None | False | 172972.40625 | 0 |
| 3317067 | 115992 | None | code24 | Prime Coat over WMM/WBM
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 0.70 kg per m2 using mechanical means. | Sqm | 42.23 | 42.23 | 656.25 | False | None | None | False | None | False | 27713.4375 | 0 |
| 3317068 | 115992 | None | code25 | 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 | Cum | 7890.83 | 7890.83 | 32.8125 | False | None | None | False | None | False | 258917.859375 | 0 |
| 3317069 | 115992 | None | code26 | 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. | Cum | 10428.75 | 10428.75 | 16.4 | False | None | None | False | None | False | 171031.5 | 0 |
| 3317070 | 115992 | None | code27 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 PWD Common DSR 2021-22 Volume 3 (P No:151 I.No:21-C.4 ) | No | 9280.3 | 9280.3 | 1.0 | False | None | None | False | None | False | 9280.3 | 0 |
| 3317071 | 115992 | None | code28 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.-In all kinds of soils upto 300 mm depth) | Cum | 99.75 | 99.75 | 307.8 | False | None | None | False | None | False | 30703.05 | 0 |
| 3317072 | 115992 | None | code29 | Earth work in surface excavation for stripping, seating of bund, Road way by
manual means for lowering & levelling the ground for all works other than
foundation & depth in Ordinary rock and soft rock upto 300mm depth as per
drawing and technical specifications, including setting out, barricading, caution
lights, including dressing of excavated surfaces, disposing off or levelling 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, usage& other
appurtenances required to complete the work. | Cum | 603.75 | 603.75 | 96.4575 | False | None | None | False | None | False | 58236.215625 | 0 |
| 3317073 | 115992 | None | code30 | Embankment from Barrow Materials
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 | 497.7 | 497.7 | 70.6 | False | None | None | False | None | False | 35137.62 | 0 |
| 3317074 | 115992 | None | code31 | Levelling Course - M10
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 & formwor shall be paid separately)
Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 21.91 | False | None | None | False | None | False | 143025.1935 | 0 |
| 3317075 | 115992 | None | code32 | Concrete for Foundation Works
Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately)
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 51.79 | False | None | None | False | None | False | 341883.9165 | 0 |
| 3317076 | 115992 | None | code33 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For footing Form Works Consider 8% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 1 a for footing 8%) | Cum | 528.1 | 528.1 | 16.95 | False | None | None | False | None | False | 8951.295 | 0 |
| 3317077 | 115992 | None | code34 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For column Form Works Consider 70% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 8 columns ) 70% | Cum | 4620.94 | 4620.94 | 11.37 | False | None | None | False | None | False | 52540.0878 | 0 |
| 3317078 | 115992 | None | code35 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For beam Form Works Consider 50% PWD Common DSR 2021-22 Volume 2 (P No: A-7 I.No:22.2) ( Corrigendum-3 Additionalities for formwork ,centering and Scaffolding W.E.F 01-09-2022 Sl.No 8 for beams ) | Cum | 3300.67 | 3300.67 | 23.05 | False | None | None | False | None | False | 76080.4435 | 0 |
| 3317079 | 115992 | None | code36 | TMT for All Structures
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 | 82961.55 | 82961.55 | 5.28 | False | None | None | False | None | False | 438036.984 | 0 |
| 3317080 | 115992 | None | code37 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8376.9 | 8376.9 | 46.11 | False | None | None | False | None | False | 386258.859 | 0 |
| 3317081 | 115992 | None | code38 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge. | Kg | 142.8 | 142.8 | 5110.952 | False | None | None | False | None | False | 729843.9456 | 0 |
| 3317082 | 115992 | None | code39 | Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1622.25 | 1622.25 | 45.0 | False | None | None | False | None | False | 73001.25 | 0 |
| 3317083 | 115992 | None | code40 | Providing 20 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 349.65 | 349.65 | 637.03 | False | None | None | False | None | False | 222737.5395 | 0 |
| 3317084 | 115992 | None | code41 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of
Engineer in charge.
0.63 mm thick with zinc coating not less than 275 g/ m² | Sqm | 922.95 | 922.95 | 54.0 | False | None | None | False | None | False | 49839.3 | 0 |
| 3317085 | 115992 | None | code42 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 182.7 | 182.7 | 637.03 | False | None | None | False | None | False | 116385.381 | 0 |
| 3317086 | 115992 | None | code43 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 175.35 | 175.35 | 167.72 | False | None | None | False | None | False | 29409.702 | 0 |
| 3317087 | 115992 | None | code44 | providing and fixing cast iron plate 20mm thick Cremation stand of size 0.90m*1.50m and height 1.0m ,cost of materials,labourcompleteasperspecifications and as perdirections of Engineer-in-charge.
.(Market rate ) | No | 78750.0 | 78750.0 | 2.0 | False | None | None | False | None | False | 157500.0 | 0 |
| 3317088 | 115992 | None | code45 | 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 | No | 9460.5 | 9460.5 | 1.0 | False | None | None | False | None | False | 9460.5 | 0 |