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| 1 | Clearing grass and removal of rubbish on both sides of the road to facilitate widening of berms, disposal of the stuff including all labour. T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge. |
| 2 | Scarping cleaning the road surface applying tack coat using 3.00 kg of bitumen for 10 Sqm and laying 37.5 mm thick built-up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg of 80/100 grade bitumen for 10 Sqm with 0.12 cum of 12mm size h.g.c.b. chips as key stone for 10 sqm spreading over and laying including heating , pouring and spreading over and spreading bitumen, metal , chips and rolling with P.R.R including hire & running charges of P.R.R and all other machinaries with all cost, conveyance, royality, taxes of materials, labour with T&P required for the work etc. complete as per specification and direction of Engineer-in-charge. |
| 3 | Earth Work in excavation for foundation with all leads and lifts including all labour, T&P articles, safety measures, incidentals, dewatering, removal of stumps and other deleterious materials and disposal up to a lead of 50mtr, dressing of side and bottom as necessary for the work etc.complete as per the specification and direction of the Engineer-in-charge.. |
| 4 | Construction of Granular sub base by providing close graded granular sub base Grading -III material as per table 400.1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotravator at OMC, and compacting with vibratory roller to acheive the desired density complete as per Clause 401 of MoSRT&H specification for road & Bridge works (4th Revision) and direction of Engineer in charge. |
| 5 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 6 | Providing and applying tack coat using bitumen of 80/100 grade grade @0.3kg per sqm on the prepared granular surface / bitumenous surface cleaning with hydraulic brooms including cost, conveyance, royality, taxes of all materials, labour with articles required for the work T&P etc. complete as per specification and direction of the Engineer-in-Charge. |
| 7 | Providing & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) and as per direction of Engineer-In-Chief. |
| 8 | Providing and filling manually with approved quality of sand in layers not exceeding 150mm thick including all labour charges for spreading, laying, levelling to the proper camber, cost of watering required for the work including cost, conveyance, royality and taxes of sand labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge. |
| 9 | Providing Cement Concrete (1:3:6) with 40 mm and down graded crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days with cost, conveyance, royality , taxes of all materials required for the work, hire and running charges of machineries and labour with T & P required for the work etc. complete in all respect as per the specification and direction of the Engineer-in-charge. |
| 10 | Providing Cement Concrete (1:2.5:5) with 12mm size C.B.H.G chips of approved quality from approved quarry including hoisty, lowing, laying in layers not excluding 150 mm thick with proper packing and ramming by menas of vibrator to proper slope & level including curing with cost, conveyance, royality, taxes, labour with T& P required for the work etc. complete as per specification and direction of the Engineer in charge. |
| 11 | Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures including cost, conveyance, taxes of materials etc .complete as per drawing labour with T&P articles required for the work technical specification and direction of the Engineer-in-Charge. |
| 12 | Earthwork in embankment in all kind of soils from approved borrow areas with all lead and lifts over intial lead and lift and laying on properly prepared surface including spreading, levelling the earth not exceeding 30 cm in layers, Sectioning, Watering & ordinary compaction by PRR for finished item of work including all cost, royalty, labour, T & P article required for the work etc. Complete as per the specification and direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
