|
| 1 | SH : Superstructure |
| 2 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M 30, height up to 5m Using Batching Plant, Transit Mixer and Concrete Pump - for deck slab |
| 3 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications -Fe500 or above |
| 4 | 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.a) M 35 grade concrete crash barrier |
| 5 | Type B,\\"THRIE\\" Metal Beam Crash BarrierProviding 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 |
| 6 | Drainage Spouts complete as per drawing and Technical specification |
| 7 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 8 | Reinforced cement concrete approach slab including reinforcement and formwork as per drawing andTechnical specification |
| 9 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 10 | 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. |
| 11 | Painting on concrete surfaceProviding 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. |
| 12 | Supply and fabrication of steel work at fabricators workshop comprising of main griders, cross griders connecting plates, stringers,stiffening plates etc.from 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, bolts nuts & washers, holding down bolts ,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, stacking in protected condition etc omplete as per specification and as directed by the Engineer in charge (Carriage cost from fabricator workshop to actual bridge site will be paid separately). |
| 13 | Taking delivery of fabricated steel work from stacks at site, 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 all respect including transportation, 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,i/c all lobour consumables, material, machinery tools and tackles complete as per specification and as directed by the Engineer fin charge |
| 14 | Add for Carriage of Materials |
| 15 | SH : CC Drain - 116.50 Mtrs. |
| 16 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.b) Hard Soil |
| 17 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 18 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centering and shutteringa) Foundation and plinth |
| 19 | Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundation and Plinth |
| 20 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 21 | Neat cement punning |
| 22 | Add Carriage of Metarials |
| 23 | SH:- C/o RCC Protection wall - 120 Mtrs. |
| 24 | Excavation for Structures (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.) (i) Ordinary soil |
| 25 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 26 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsa) RCC Grade M20 |
| 27 | Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters etc. |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 29 | 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 |
| 30 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material |
| 31 | Add Carriage of Materials Please Enable Macros to View BoQ information |
