|
| 1 | SH:I-FOUNDATION |
| 2 | Excavation for StructuresEarth 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 materialOrdinary Soil (Mechanical means)Depth 3 m to 6 m (with de-watering) |
| 3 | Ordinary Rock (Mechanical means)Depth 3 m (with de-watering) |
| 4 | Hard Rock (Requiring blasting) (Mannual means)With de-watering |
| 5 | Bored cast-in-situ M35 Grade RCC pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000mPile diameter - 1200 mm |
| 6 | Providing Steel Liner 10mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per Detailed Drawing |
| 7 | Pile Integrity Test. (Pile Integrity test using Low Strain Integrity testing method as per provision of IRC-78-2014, Appendix - 7 ,Part-2 and IS:14893 as per direction of Engineer -In-ChargeBoth banks |
| 8 | Levelling Course for Pile capProving and laying of PCC M15 levelling course 100mm thick below the pile cap. |
| 9 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical SpecificationRCC Grade 30Using concrete mixer. |
| 10 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 11 | SH:II-SUB - STRUCTURE |
| 12 | Plain/Reinforced Cement Concretein Sub structure complete as per drawing Technical SpecificationsRCC Grade M30With Batching Plant, Transit Mixer and Concrete PumpHeight 5 m to 10 m |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 15 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements 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. |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
| 17 | 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. |
| 18 | SH:III:- SUPER - STRUCTURE |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M 30Using Concrete MixerFor solid slab super-structure, 20-30% of (a+b+c)Height up to 5m |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications -Fe500 or above |
| 21 | Reinforced cement concrete crash barrier - Provision of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-35 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.(i)M 20 grade concrete |
| 22 | Type - B, \\"THRIE\\" : Metal Beam Crash Barrier - Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 |
| 23 | Drainage Spouts complete as per drawing and Technical specification |
| 24 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 25 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification ( With Cement Concrete M 30 Grade) |
| 26 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 27 | 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 manufacturer's instructions for installation. |
| 28 | 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. |
| 29 | Supply and fabrication of steel work at fabricators workshop comprising of main griders, cross griders connecting plates, stringers,stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening, decaling, degreasing cutting to size and shape drilling welding and grinding supply of all MS/HTS shop or site bolts nuts & washers, holding down bolts and nuts etc. trail assembling at workshop one priming coat of shop paint with red lead paint conforming to IS-102 with all labour material cost of paints consumables stacking in protected condition etc complete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately). |
| 30 | Cost of Haulage Including Loading and Unloading - Haulage of materials by mechnical transport from source (Tinsukia, Assam) to Site of work including cost of loading, unloading and stacking as per direction of Engineer-in-Charge. |
| 31 | Taking delivery of fabricated steel work from stacks at site as necessary assemblimg and erection at site as necessary assembling and erection of fabricated steel structure to proper line level and camber as per approved drawing complete in asll respect including transportation and handling supply of all fastener. painting of all exposed surfaces of steel work after erection with one coat or red lead conforming to IS-102 and two coats Aluminium paint to IS-2339, grouting of anchor bolts in position including all lobour consumables material machinery tools and tackles complete as per specification and as directed by the Engineer fin charge. (@ 10% of material cost)Providing and Supplying of Tension Rod M56 grade CS460 with bar dia. 53 mm (7 sets of TENSION ROD (7x4)) including FORK ASSEMBLY, LH FORK ASSEMBLY, RH FORK ASSEMBLY & RH TURNBUCKLE WASHER complete of approved brand and manufacture (DEXTRA) and as per the direction of Engineer-in- Charge. |
| 32 | Cost of erection of Tension Rod M56 grade CS460 with bar dia. 53 mm (7 sets of TENSION ROD (7x4)) including FORK ASSEMBLY, LH FORK ASSEMBLY, RH FORK ASSEMBLY & RH TURNBUCKLE WASHER including Haulage of materials by mechnical transport from source to Site of work site, cost of loading, unloading and stacking as per direction of Engineer-in-Charge. ( @ 15 % of material cost ) |
| 33 | Load Testing of Super structure of bridge after completion in all respect using static loading method to determine accpectance criteria of design as per IRC:SP:51-2015 complete as per direction of Engineer- In-Charge. Please Enable Macros to View BoQ information |
