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| 1 | Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 3 | Providing/Laying granular sub-base by providing close graded Material, 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 and as per direction of Engineer in charge of work. |
| 4 | Wet Mix Macadam laying Using Mechanical Paver (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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 5 | Emulsion Treated Base with 3.5% emulsion & 1% OPC Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (with 3.5% Emulsion SS and OPC cement @ 1% by weight of Mix) specification including premixing the material with water and cement at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 7 | Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 per cent by weight of total mix and fi |
| 8 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Bituminous Concrete (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 Gr-I with VG- 40) |
| 10 | Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251 |
| 11 | Providing and laying filter material 40 mm gauge stone ballast underneath pitching on slopes complete as per drawing and technical specification (as per MORTH specification 2504) |
| 12 | Providing and laying stone boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone |
| 13 | Construction of Toe Wall with stone boulders weighing not less than 40 kg . |
| 14 | Providing and laying stone boulder pitching on slopes apron over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone |
| 15 | Construction of Chute Drain Work |
| 16 | Construction of K.C. Drain Work |
| 17 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for Well. |
| 18 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 19 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 20 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification |
| 21 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. |
| 22 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 23 | 0 M - 3M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 24 | 3 M - 10 M |
| 25 | 10 M -20 M Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter |
| 26 | 20 - 30 M Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour. |
| 27 | negative sinking |
| 28 | Sand filling |
| 29 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 30 | seismic arrester |
| 31 | Back wall , wing wall & Parapet |
| 32 | reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 33 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 34 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 |
| 35 | RCC crash barrier |
| 36 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 37 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 38 | Drainage Spouts complete as per drawing and Technical specification |
| 39 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 40 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 41 | Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. |
| 42 | 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 sqm. |
| 43 | Hume Pipe (1000 mm) Please Enable Macros to View BoQ information |
