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| 1 | Foundation |
| 2 | Bored cast in situ M35 grade R.C.C pile excluding reinforcement complete as per drawing and Technical specification and removalof excavated earth with all lifts and lead upto 1000m Pile Diameter 1200m |
| 3 | cement concrete for reinforced concrete in pile cap complete as per drawing and technical specification. M-35 |
| 4 | Providing and laying of PCC M15 levelling couse 100mm thick below the pile cap. |
| 5 | dismentling of reinforecd concrete pile head complete as per drawing and technical specification. |
| 6 | Providing steel liner 10 mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed dwawing. MoRTH No 12.10 |
| 7 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MoRTH No 12.4 |
| 9 | SUB STRUCTURE |
| 10 | Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specifications.MoRTH No 13.5 |
| 11 | RCC pier in M35 |
| 12 | RCC in abutment M-35 |
| 13 | RCC in Pier Cap M-35 |
| 14 | RCC In Top Beam in M35 |
| 15 | RCC in Padestal in M40 Grade |
| 16 | Seismic arrester M40 |
| 17 | RCC in Back Wall, wing Wall & Parapet M-35 (10 m Above) M-35 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MoRTH No 13.6 |
| 19 | supplying fitting and fixing in position true to line and level POT-PTFE bearing conforming to IRC:83(part-II) section IX and clause 2005 of MoRTH specification complete including all accessories as per drawing and Technical Specifications. MoRTH No 13.16 |
| 20 | SUPER STRUCTURE |
| 21 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification : |
| 22 | PSC Main beam M-45 MoRTH No 14.1E |
| 23 | RCC in deck slab M-45 MoRTH No 14.1D |
| 24 | RCC in cross beam M-45 MoRTH No 14.1 |
| 25 | RCC in crash barrier M-40 MoRTH No 8.22 |
| 26 | RCC Foot path M-40 |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MoRTH No 14.20 |
| 28 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. MoRTH No 14.3 |
| 29 | C.C. Wearing Coat :Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. MoRTH No 14.4 |
| 30 | Strip seal expansion Joint: 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. MoRTH No 14.22 |
| 31 | Drainage Spouts : 'Drainage Spouts' complete as per drawing and Technical specification MoRTH No 14.9 |
| 32 | Appoach Slab (Lean) : PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification in M-15 MoRTH No 14.10 |
| 33 | Approach Slab (Main) : Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification in M-30 MoRTH No 14.11 |
| 34 | Crash barrier pipe Railing : 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 |
| 35 | Painting on concrete surface : 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 No 14.16 |
| 36 | cats eyes |
| 37 | Thermoplastic paint |
| 38 | APPROACH ROAD |
| 39 | Clearing and grubbing road land. |
| 40 | construction of embankment with approved material obtained form borrow pits with lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300-2 |
| 41 | construction of granular sub base by providing close graded material mixing in a mechanical mix plant at OMC carriage of mixed materrial to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoty power roller to achieve the desired density, complete as per clause 401 |
| 42 | WBM Grading-II |
| 43 | WBM Grading-III |
| 44 | Providing and laying Primer Coat with SSI grade bitumen emulsion on prepared surface of granular base including clearing of road surface and apraying primer at the rate of 0.70 to 1.00Kg/sqm using mechnical meand |
| 45 | Tack Coat- 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. |
| 46 | providing, laying and rolling of open- graded premix surfacing of 20mm thickness composed of 13.2mm to5.6 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 of grade. |
| 47 | providing and laying of premix sand seal coat with HMP of approprite capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and pereration bitumen od suitable grade. |
| 48 | GSB below pever block soling |
| 49 | pever block soling |
| 50 | K.C drain |
| 51 | Chut Drain |
| 52 | PROTECTION WORK |
| 53 | Earth work in excavation |
| 54 | Providing and laying filter material underneart pitching in slopes complete as per drawing and technical specifications. |
| 55 | Providing and laying pitching on slopes laid iver prepared filter media including boulder apron laid dry in front of toe of embankments complete as per dwaing and technical specifications. |
| 56 | Apron |
| 57 | Toe Wall Please Enable Macros to View BoQ information |
