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| 1 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 2 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. |
| 3 | 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 as per MORTH specification clause 406. |
| 4 | Removal of unserviceable soil/ material including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. |
| 5 | Providing and applying primer coat with Bitumen Emulsion SS-2 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using .mechanical means.as per MORTH specification, clause 502. |
| 6 | Providing and laying Dense Graded Bituminous Macadam Grading II capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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. |
| 7 | Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with air compressor as per MORTH Specification Clause 503.. |
| 8 | Providing and laying bituminous concrete Grading - II, 13 mm (Nominal Size) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bitumen VG30 @ 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. 509 complete in all respects |
| 9 | M-150 Sub Class(A) brick work in 1:4 cement and sand of 1:25 fineness modulus mortar in foundation and plinth including supply of all material, labour tools and plants. etc. required for proper completion of work. |
| 10 | 12 mm. thick plaster with cement mortor in proportion of 1:3 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. Required for proper completion of work. |
| 11 | R.C.C. work with cement approved coarse sand and 20mm. gauge approved stone grit in the proportion of 1;2:4in lintels of doors and windows, excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including S/o all materials required for proper completion of the work. |
| 12 | Mild steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not including in overall rates) wrought to required shape as necessary including binding for proper completion of the work and including supply of steel its wastage. Bend books and authorized overlapping shall be measured. |
| 13 | 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 as per MORTH specification clause No. 803. |
| 14 | Providing and laying of Repeated bar code lines 5 mm thick with hot applied thermoplastic compound including reflectorising glass beads @ 500 gms per sqm area, thickness of 15 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 as per MORTH specification clause No. 803. |
| 15 | Supply & fixing of reflective pavement marker (Cat Eyes) of Type X-ASTMD-4956-04 Averidenison/ 3M (USA Make) consisting of ASA plastic housing fitted with tightiy adherent plotting compound. The housing shall shall contain prismatic two glass covered prismetic reflective faces to reflect incident light in dry and wet weather condition, fixed over Road surface with hot melt bituminious adhesive of approved quality by thermostatically controlled applicator as per MORTH specification. |
| 16 | Supply and installation of Delinators (Roadway indicators, hazard markers, object marker) 80-100 cm high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top and firmly fixed to the ground by means of properly designed foundation as per MORTH specification with cost of all material, labour, T&P etc. complete required for proper completion of work as per direction of Engineer-in-charge, |
| 17 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign boards area not exceeding 0.90 sqm. with back supported angle iron frame as per IRC :67 made of high intensity grade prismatic sheeting vide clause 801.3, fixed over aluminium composite sheeting, 3 mm thick supported on a mild steel angle iron post 65 mm x 65 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing complete with cost of all material, labour, T&P etc. complete required for proper completion of work as per direction of Engineer-in-charge. SPEED LIMIT BOARD 60CM DIA |
| 18 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick of 1200x900 mm size supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing Please Enable Macros to View BoQ information |