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| 1 | Dismantling of Structures (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 metres)For dismantling of brick work/ tiles/etc. By Mechanical Means |
| 2 | Earth work in excavation in trenches for foundations in ordinary soil including lift upto 1.5 m. lead upto 30m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a distance of 30 mt |
| 3 | Cement concrete for plain concrete PCC M-15 grade in open foundation complete as per drawing and Technical Sperifications. |
| 4 | Cement concrete for plain concrete PCC M-20 grade in open foundation complete as per drawing and Technical Sperifications. |
| 5 | R.C.C. M25 grade in Foundation as per drawing and technical specification. |
| 6 | R.C.C. M30 grade in Foundation as per drawing and technical specification. |
| 7 | R.C.C. M30 grade in Superstructure as per drawing and technical specification. |
| 8 | Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification |
| 9 | R.C.C. M35 grade in Superstructure as per drawing and technical specification. (Wearing coat) |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 11 | Providing and fixing Weep holes in brick masonary / plain reinforced concreet abutment wingwall/ return wall with 100 mm dia. On AC pipe as per drawing and technical specification |
| 12 | Providing and laying boulders apron on canal bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 13 | Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 14 | Construction of granular sub-base (grading-1) 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. |
| 15 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 16 | Brick on edge pavement on pattries with bricks laid dry joints filled with local sand including preparation base of proper slope and its ramming spreading blinding layer of 1 cm. depth of local sand over sub-grade including T&P etc required for proper compelete.(S.I. No. 765) |
| 17 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 18 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 19 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-40) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 21 | Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 22 | Caution Board |
| 23 | THERMO PLASTIC Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 24 | Supplying and fixing of Linear Delinators System (LDS)panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil toa a unique corrugated shape to provide Retro reflection across wide range of observations and external angles. Each LDS pannel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastener/screw. |
| 25 | Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 26 | Construction of granular sub-base (grading-1) 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. |
| 27 | Providing, laying, spreading and compacting stone aggregates of 45-63 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming crushable Stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 28 | Providing & laying of 1000 mm Dia Hume pipe Please Enable Macros to View BoQ information |
