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| 1 | Foundation Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8 m dia. Well. |
| 2 | Assuming depth of water 1.0 m and height of island to be 1.25 m. [ MoRTH - 12.9 A ] |
| 3 | Assuming depth of water 4.0 m and height of island 4.5 m. [ MoRTH - 12.9 B ] |
| 4 | Providing and constructing one span service road to reach island location from one pier location to another pier location [ MoRTH - 12.9 C ] |
| 5 | Providing and constructing one span service road to reach island location from one pier location to another pier location [ MoRTH - 12.9 C ] |
| 6 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. [ MoRTH - 12.10 ] |
| 7 | Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. |
| 8 | RCC in Well Curb C.P. M30 Grade [ MoRTH - 12.11A, Case-II ] |
| 9 | RCC in Well Steining M30 Grade [ MoRTH - 12.11B, Case-II ] |
| 10 | RCC in False stenning M30 Grade [ MoRTH - 12.11B, Case-II ] |
| 11 | PCC in Bottom Plugging M25 Grade [ MoRTH - 12.11C, Case-II ] |
| 12 | Intermediate Plugging M25 [ MoRTH - 12.11D, Case-II ] |
| 13 | Well Cap M30 [ MoRTH - 12.11F, Case-II ] |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [ MoRTH - 12.40-1600 ] |
| 15 | Sinking of 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. |
| 16 | Depth below bed level upto 0 M - 3M [ MoRTH - 12.12A, I ] |
| 17 | Beyond 3m up to 10m depth [ MoRTH - 12.12B, II ] |
| 18 | Beyond 10m up to 20m depth [ MoRTH - 12.12B, III ] |
| 19 | Beyond 20m up to 30m depth [ MoRTH - 12.12B, IV ] |
| 20 | Beyond 30m up to 40m depth [ MoRTH - 12.12B, V ] |
| 21 | Sinking Above Well Cap [ MoRTH - 12.12A, I ] |
| 22 | Sand filling [ MoRTH - 12.21 ] |
| 23 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. |
| 24 | Pier M35 Grade [ MoRTH - 13.5 H, (r) ] |
| 25 | Abutment column M35 Grade [ MoRTH - 13.5 H, (q) ] |
| 26 | Pier cap M35 Grade [ MoRTH - 13.5 H, (r) ] |
| 27 | Top beam M35 Grade [ MoRTH - 13.5 H, (q) ] |
| 28 | Pedestal M40 Grade [ MoRTH - 13.5 H, (r) ] |
| 29 | seismic arrester M40 Grade [ MoRTH - 13.5 H, (r) ] |
| 30 | Back wall , wing wall & Parapet M35 Grade [ MoRTH - 13.5 H, (q) ] |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications [ MoRTH - 13.6 ] |
| 32 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. [ MoRTH - 13.18 ] |
| 33 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. |
| 34 | PSC Main Beam M45 Grade [ MoRTH - 14.1F-II(r) ] |
| 35 | RCC in deck slab M40 Grade [ MoRTH - 14.1E-II(r) ] |
| 36 | RCC in cross beam M45 Grade [ MoRTH - 14.1F-II(r) ] |
| 37 | RCC crash barrier M40 Grade [ MoRTH - 14.1E-II(r) ] |
| 38 | RCC Foot Path [ MoRTH - 14.1E-II(r) ] |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications [ MoRTH - 14.2-1600 ] |
| 40 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications [ MoRTH - 14.3-1800 ] |
| 41 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications [ MoRTH - 14.4-2702 ] |
| 42 | Expansion Joints [ MoRTH - 14.21-2607 ] |
| 43 | Drainage Spouts complete as per drawing and Technical specification [ MoRTH - 14.9-2705 ] |
| 44 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification [ MoRTH - 12.8A, Case-I ] |
| 45 | Reinforced cement concrete approach slab M-30 grade including reinforcement and formwork complete as per drawing and Technical specification [ MoRTH - 14.11 ] |
| 46 | Providing, fitting and fixing GI Pipe 65mm railing complete as per drawing and Technical Specification [ MoRTH - 14.8] |
| 47 | 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. [ MoRTH - 14.16-800 ] |
| 48 | Approach Road |
| 49 | Clearing and Grubbing Road Land . [ MoRTH- 2.3 - 201] |
| 50 | 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. [ MoRTH- 3.16 - 305] |
| 51 | Construction of 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 [ MoRTH- 4.1A - I] |
| 52 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-II [ MoRTH- 4.11A-II] |
| 53 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-III [ MoRTH- 4.11A-III] |
| 54 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. [ MoRTH- 5.1A-I] |
| 55 | 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. [ MoRTH- 5.2-I] |
| 56 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. [ MoRTH- 5.7-510] |
| 57 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. [ MoRTH- 5.9-II] |
| 58 | GSB below Pever Block soling |
| 59 | Pever Block soling |
| 60 | KC Drain |
| 61 | Chut Drain |
| 62 | Additional Approach Road |
| 63 | Clearing and Grubbing Road Land. [ MoRTH- 2.3 - 201] |
| 64 | 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. [ MoRTH- 3.16 - 305] |
| 65 | Construction of 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 [ MoRTH- 4.1A - I] |
| 66 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-II [ MoRTH- 4.11A-II] |
| 67 | Water Bound MacadamProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-III [ MoRTH- 4.11A-III] |
| 68 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. [ MoRTH- 5.1A-I] |
| 69 | 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. [ MoRTH- 5.2-I] |
| 70 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. [ MoRTH- 5.7-510] |
| 71 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. [ MoRTH- 5.9-II] |
| 72 | Hume pipe culvert 1000 mm |
| 73 | Hume pipe culvert 350 mm |
| 74 | Protection Work |
| 75 | Earth Work in Excavation |
| 76 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification [ MoRTH- 15.5-2504] |
| 77 | 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 [ MoRTH- 5.4A-2504] |
| 78 | Apron [ MoRTH- 5.4A-2504] |
| 79 | Toe wall [ MoRTH- 5.4A-2504] Please Enable Macros to View BoQ information |
