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| 1 | Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material. |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 |
| 3 | Plain/Reinforced Cement Concrete in OpenFoundation complete as per Drawing andTechnical Specifications.RCC Grade M25 |
| 4 | Plain/Reinforced cement concrete in substructurecomplete as per drawing andTechnical SpecificationsRCC Grade M35Height upto 5m |
| 5 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete asper drawing and technical specifications Clauses 800 and 1211 |
| 6 | Reinforced cement concrete (M-30)approach slabincluding reinforcement and formwork completeas per drawing and Technical specification |
| 7 | Providing and laying filter media with granular crushed aggregates as perspecification to a thickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and providing over the entire surface behindabutment, wing wall, return wall to the full height, compacted to firm conditioncomplete as per drawing and technical specification Clause 1204.3.8 |
| 8 | Backfilling behind abutment, wing wall and return wall complete as per drawings &technical specification Clause 1204.3.8Granular material |
| 9 | Furnishing and Placing Reinforced/ Prestressedcement concrete in super-structure as per drawingand Technical Specification RCC Grade M-40 |
| 10 | Supplying, fitting and fixing in position true toline and level POT-PTFE bearing consisting ofa metal piston supported by a disc orunreinforced elastomer confined within ametal cylinder, sealing rings, dust seals, PTFEsurface sliding against stainless steel matingsurface, complete assembly to be of caststeel/fabricated structural steel, metal andelastomer elements to be as per IRC: 83 part-I& II respectively and other parts conforming toBS: 5400, section 9.1 & 9.2 and clause 2006 ofMoRTH Specifications complete as perdrawing and approved TechnicalSpecifications. Fixed Pot Bearing @139 Tonne Per capacity |
| 11 | Guided Sliding Pot Cum PTFE( Transverse Guided)@139 Tonne Per Capacity |
| 12 | Guided Sliding Pot Cum PTFE( Logitudinal Guided)@139 Tonne Per Capacity |
| 13 | Free Pot Bearing @139 Tonne Per Capacity |
| 14 | Furnishing and Placing Reinforced/ Prestressedcement concrete in super-structure as per drawingand Technical SpecificationD RCC/PSC Grade M35Case II Using Batching Plant, Transit Mixer and Concrete Height upto 5m above 10m RCC/PSC Grade M35 using mixer For Solid Slab Super Structure Height upto 5m |
| 15 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 17 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision\"2014) and IS 1786:2008 clause no. 1.6) |
| 18 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 19 | Strip Seal Expansion JointProviding 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. |
| 20 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumenbinder, carefully selected single size aggregate of12.5 mm nominal size and a heat resistant foamcaulking/backer rod, all as per approved drawingsand specifications. |
| 21 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 22 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 23 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint inall shades on new, plastered / concrete surfaces as per drawing and Technical SpecificationClause 1701 |
| 24 | Provision of an Reinforced cement concrete crashbarrier at the bridge decks & approaches to bridgestructures, constructed with Reinforced CementConcrete with HYSD reinforcement conformingMoRT&H Specification and as per details given IRC -5including dowel bars , expansion joints filledwith pre-moulded asphalt filler board etc. and approveddrawing and at locations directed by the Engineer, allasspecified.Crash barrier for bridge (Height 1100 mm) as perdetails given IRC-5(Fig.-2)(Area-0.298 sqm for 1 meterlength) |
| 25 | Supplying of Elastometric Pad of Diamension 1000x300x6mm For Logituddial Stoppers and Transverse Stoppers |
| 26 | Final Load Test for Bridge Please Enable Macros to View BoQ information |
