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| 1 | 1.Earthwork in CoreConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5i) Private land |
| 2 | 2.Earthwork in ShoulderConstruction 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 upto 1000 m as per Technical Specification Clause 303.1.i) Private land |
| 3 | 3.GSB Gr-II A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader, 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.II) G.S.B Gr- II |
| 4 | 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 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801ii) 600 mm equilateral triangle |
| 5 | iv) 600 mm circular |
| 6 | v) 800 mm x 600 mm rectangular |
| 7 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600mm, 600 mm below groundlevel. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. AllMS. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 8 | Water Bound Macadam Poviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100 kN static roller 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 MeansUsing stone screening Type- B 11.2 mm for Gr.III |
| 9 | Providing and laying interlocking concrete block pavement with M 40 grade grade of concrete blocks having thickness 80 mm as per technical specification clause 1504 complete including carriage.A) Including Edge Block/ Edge restraints |
| 10 | CD WOrk: Construction of 1.00 m slab culvertEarthwork in excavation for structure as per drawing and technical specifications clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) Ordinary SoilUpto 3 m depth |
| 11 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With Crushed stoneI. P.C.C grade M 10Nominal mix 1:3:6 |
| 12 | Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical speciffications Clauses 802,803,1202 & 1203A) With Crushed stoneIII. P.C.C grade M 20Nominal mix 1:2:4 |
| 13 | Providing and laying reinforced cement concrete in super-structure as per drawing and technical specification clauses 800, 1205.4, and 1205.5 A) with crushed stoneI) R.C.C grade M 20I) For Nominal mix 1:2:4a) Height upto 5 m |
| 14 | Drainage spouts complete as per drawing and technical specifications clauses 1209 |
| 15 | Filler Jointiv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight |
| 16 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar. (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal Steel/Shyam Steel/ RINL) in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 |
| 17 | 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 1V:20H towards drawing force complete as per drawing and Technical Specification Clauses 614, 7709, 1204.3.7 |
| 18 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specifications clauses 8800 and 1206.3 B. With Natural Gravel |
| 19 | Utility Shifting Please Enable Macros to View BoQ information |