| 1710395715000 | 0 | None | None | Bridges/Culverts | Construction of Bridge at Ch.6.57km and 7.0454km connecting road from SH-95 Via Kammasandra, Pedadampally, Chigarapura, Ayyapalli, Nallur, Natha, Kallikuppa, Chinnapanahalli via Maddinayakanahalli Jayamangala Road in KGF Taluk. | 55998017.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3060738 | 103998 | 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, V.1, P.8, Item no.1.14.1 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 137.83 | 137.83 | 3372.74 | False | None | None | False | None | False | 464864.7542 | 0 | | 3060739 | 103998 | 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.In all kinds of soils Depth 3 m to 6 m, V.1, P.8, Item no.1.14.2 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 161.2 | 161.2 | 80.4 | False | None | None | False | None | False | 12960.48 | 0 | | 3060740 | 103998 | None | 2.1.3 | 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, V-1, 15, 2.1.3 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 7710.0 | 7710.0 | 219.02 | False | None | None | False | None | False | 1688644.2 | 0 | | 3060741 | 103998 | None | 2.2.1 | 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, formwork and all the 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, V-1,15,2.2.1 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 8497.0 | 8497.0 | 99.36 | False | None | None | False | None | False | 844261.92 | 0 | | 3060742 | 103998 | None | 2.2.3 | 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, formwork and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately),M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,P-15,2.2.3 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 9786.97 | 9786.97 | 568.8 | False | None | None | False | None | False | 5566828.536 | 0 | | 3060743 | 103998 | None | 2.4.3 | 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, formwork and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, V-1,16,2.4.3
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 9786.97 | 9786.97 | 651.84 | False | None | None | False | None | False | 6379538.5248 | 0 | | 3060744 | 103998 | None | 2.5.3 | Providing and laying in position Reinforced 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, formwork and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement, dowel bars to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , V-1,16,2.5.3
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 10782.14 | 10782.14 | 490.48 | False | None | None | False | None | False | 5288424.0272 | 0 | | 3060745 | 103998 | None | 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, Foundations of Bridges V-1, 18, 2.11 b
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Tonne | 101723.08 | 101723.08 | 48.35 | False | None | None | False | None | False | 4918310.918 | 0 | | 3060746 | 103998 | None | 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, Sub structure of Bridges.V-1, 18, 2.11 c
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Tonne | 101990.94 | 101990.94 | 55.35 | False | None | None | False | None | False | 5645198.529 | 0 | | 3060747 | 103998 | None | 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, Super structure of Bridges, V-1, P-18, 2.11 c
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Tonne | 104133.82 | 104133.82 | 44.14 | False | None | None | False | None | False | 4596466.8148 | 0 | | 3060748 | 103998 | None | 12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification (A) Granular material, V-3, 117, 12.3
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 1378.24 | 1378.24 | 800.82 | False | None | None | False | None | False | 1103722.1568 | 0 | | 3060749 | 103998 | None | 12.4 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the equirements 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.V-3, 117, 12.4
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3158.86 | 3158.86 | 331.2 | False | None | None | False | None | False | 1046214.432 | 0 | | 3060750 | 103998 | None | 13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant), V-3, 121, 13.2
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 16485.78 | 16485.78 | 54.94 | False | None | None | False | None | False | 905728.7532 | 0 | | 3060751 | 103998 | None | 13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification, V-3, 121, 13.7
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 3859.78 | 3859.78 | 48.0 | False | None | None | False | None | False | 185269.44 | 0 | | 3060752 | 103998 | None | 14.6 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.V-3, 103, 14.6
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 2647.92 | 2647.92 | 162.4 | False | None | None | False | None | False | 430022.208 | 0 | | 3060753 | 103998 | None | 13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification, V-3, 121, 13.8
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 8036.98 | 8036.98 | 30.52 | False | None | None | False | None | False | 245288.6296 | 0 | | 3060754 | 103998 | None | 13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant), V-3, 122, 13.9
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 13965.3 | 13965.3 | 45.78 | False | None | None | False | None | False | 639331.434 | 0 | | 3060755 | 103998 | None | 13.14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2.V-3, 123, 13.14
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 99.12 | 99.12 | 292.32 | False | None | None | False | None | False | 28974.7584 | 0 | | 3060756 | 103998 | None | 13.15 (iii) | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.V-3, 123, 13.15 (iii)
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 272.58 | 272.58 | 48.0 | False | None | None | False | None | False | 13083.84 | 0 | | 3060757 | 103998 | None | 14.4 | 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 specification, (A)stone/Boulder, V-3, 129, 14.4
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2256.16 | 2256.16 | 261.6 | False | None | None | False | None | False | 590211.456 | 0 | | 3060758 | 103998 | None | 14.6 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, V-3, 129, 14.6
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3582.48 | 3582.48 | 87.2 | False | None | None | False | None | False | 312392.256 | 0 | | 3060759 | 103998 | None | 2.8 iia | Dismantling of Structures, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means,Cement Concrete Grade M-15 & M-20 V-3, 10, 2.8 iia
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 848.42 | 848.42 | 277.22 | False | None | None | False | None | False | 235198.9924 | 0 | | 3060760 | 103998 | None | 2.5iib | 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, B) In area of thorny jungle, V-3, P- 7, 2.5iib
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | 100 Sqm | 571.12 | 571.12 | 13.5 | False | None | None | False | None | False | 7710.12 | 0 | | 3060761 | 103998 | 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. V-1, P-7, 1.8
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 559.32 | 559.32 | 10507.0 | False | None | None | False | None | False | 5876775.24 | 0 | | 3060762 | 103998 | None | 15.3.6 | 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, V-3, P-15,3.6
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 581.74 | 581.74 | 800.0 | False | None | None | False | None | False | 465392.0 | 0 | | 3060763 | 103998 | None | 4.1A iii | 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 (A) Plant Mix Method, (iii) For Grading -III Material, V-3, P-23,4.1A iii
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 2962.98 | 2962.98 | 639.0 | False | None | None | False | None | False | 1893344.22 | 0 | | 3060764 | 103998 | 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. V-3, P-26, 4.17
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 3019.62 | 3019.62 | 778.5 | False | None | None | False | None | False | 2350774.17 | 0 | | 3060765 | 103998 | 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, A. Prime Coat over WMM/WBM, V-3, P-31,5.1
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 48.38 | 48.38 | 2800.0 | False | None | None | False | None | False | 135464.0 | 0 | | 3060766 | 103998 | None | 5.4 ii | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (ii)Tack coat on Granular surface treated with primer. V-3, P-31, 5.4 ii
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Sqm | 16.52 | 16.52 | 2800.0 | False | None | None | False | None | False | 46256.0 | 0 | | 3060767 | 103998 | None | 5.8- C | 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. V-3, P-33, 5.8- C
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 9039.98 | 9039.98 | 140.0 | False | None | None | False | None | False | 1265597.2 | 0 | | 3060768 | 103998 | 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., V-3, P-43, 5.31
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Cum | 11979.36 | 11979.36 | 84.0 | False | None | None | False | None | False | 1006266.24 | 0 | | 3060769 | 103998 | None | 8.25i | Type - A, "W" : Metal Beam Crash Barrier, Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, V-3, P-69, 8.25i
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 4295.2 | 4295.2 | 200.0 | False | None | None | False | None | False | 859040.0 | 0 | | 3060770 | 103998 | None | 8.5(iv) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 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 equilateral triangle V-3, P-64, 8.5(iv)
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 4219.68 | 4219.68 | 6.0 | False | None | None | False | None | False | 25318.08 | 0 | | 3060771 | 103998 | None | 8.5(viii) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 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 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 equilateral triangle V-3, P-64, 8.5(viii)
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | No | 5068.1 | 5068.1 | 6.0 | False | None | None | False | None | False | 30408.6 | 0 | | 3060772 | 103998 | None | 16.15a | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. V-3, P-146, 16.15a
---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges(Inclusive of GST) and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work. | Mtr | 9941.5 | 9941.5 | 90.0 | False | None | None | False | None | False | 894735.0 | 0 |
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