|
| 1 | BRIDGE PROPER |
| 2 | Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications underSection 1900 of MOST.) |
| 3 | Furnishing and Placing Reinforced/Prestressed cement concretein super-structure as per drawing and Technical Specification'including steel shuttering formwork.B RCC Grade M25Case I Using Concrete Mixer(i) For solid slab super-structurea Height upto 5m cum |
| 4 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent) |
| 5 | Mastic Asphalt Wearing Course: Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope aftering cleaning the surface, including providing antiskid surface with bitumen pre coated fine grained hard stone shipping of 9.5mm nominal size at the rate of .005 cum per 10sqm and at approximate spaciong of 10cm center to center in both directions, pressed into surfaces when temperature of the surfaces not less than 100 degC. ,protuding 1mm to 4mm over mastic surfaces, all complete as per clause 515. |
| 6 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 |
| 7 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 8 | 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 instruction for installation). |
| 9 | 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 matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. |
| 10 | DISMANTLING OF EXISTING BUG |
| 11 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Tech. Sp. Cl. 202.By Manual Means.R.C.C. |
| 12 | Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. Including dismembering |
| 13 | Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. Extra over Items (a) for cutting rivets |
| 14 | Loading of Structural Steel, Steel Bars by manual means including a lead upto 30 m |
| 15 | Unloading of Structural Steel, Steel Bars by manual means including a lead upto 30 m |
| 16 | Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking.(i) Surface Road(Existing Scarped structural Steel (BUG)l to the concerned deparment storage yard as per direction of Engineer Incharge.(Distance from work site to Go-down=25.00Km) |
| 17 | Approach Road |
| 18 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3. |
| 19 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet the requirements of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5. |
| 20 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. |
| 21 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix-in-place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 22 | WBM Grading 2: Using stone screening Type-B 11.2 mm for Gr. II: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, including spreading in uniform thickness, hand packing, rolling with smooth wheel roller of 80–100 kN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, Grading 2, as per Technical Specification Clause 405.By Manual Means |
| 23 | WBM Grading 3Using stone screening Type-B 11.2 mm for Gr. III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller of 80–100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density, Grading 3, as per Technical Specification Clause 405.A. By Manual Means |
| 24 | Providing and laying interlocking concrete block pavement with M40 grade concrete blocks having thickness 80 mm as per Technical Specification Clause 1504, complete including carriage.a) Including edge block / edge restraints. |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting 1.5 mm thick, supported on a mild steel angle iron post of 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm × 450 mm × 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(i) 900 mm equilateral triangle |
| 26 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause1701.2.2(iv) 800mm x 600mm rectangular |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting 1.5 mm thick, supported on a mild steel angle iron post of 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm × 450 mm × 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.(vi) 600 mm x 600 mm square |
| 28 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. The thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface shall be level, uniform and free from streaks and holes and conforming to the MoSRT&H specifications. |
| 29 | Providing and fixing of road stud 100 × 100 mm die-cast in aluminium, resistant to corrosive effects of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4), 1973. |
| 30 | Metal Beam Crash Barrier, Type–A: “W” Metal Beam Crash Barrier: Providing and erecting a “W” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical posts of 150 × 75 × 5 mm spaced 2 m centre to centre, 1.8 m high with 1.1 m below ground/road level. All steel parts and fittings shall be galvanized by hot dip process. All fittings shall conform to IS:1367 and IS:1364. The metal beam rail shall be fixed on the vertical posts with a spacer of channel section 150 mm × 75 mm × 5 mm, 330 mm long, complete as per Clause 810. |
| 31 | PROTECTION WORK |
| 32 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302. |
| 33 | Providing and laying filter material underneath pitching on slopes, complete as per drawing and Technical Specifications Clause 1302. |
| 34 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm × 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints, laid with stone boulders weighing not less than 25 kg each, as per drawing and Technical Specifications Clause 1301. Please Enable Macros to View BoQ information |
