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| 1 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 5 Km. cartage |
| 2 | Supply and Fixing of Hume pipe |
| 3 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60mt (200feet) as per SOR Ch-17 PWD Sch-692 |
| 4 | Dismantling of RCC Slab |
| 5 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 6 | P.C.C. 1:3:6 in foundation Plain cement concrete1:3:6 in nominal mix in foundation with crushed aggrigates 40 mm. |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - PCC Grade M 15 |
| 8 | Construction of Flexible apron 1m thick comprising of loose stone boulder weighing not less than 40kg beyond curtin wall |
| 9 | RCC Grade M25 Using Batching plant transit Mixer & manual placing |
| 10 | 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 of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 12 | Drainage Spouts complete as per drawing and Technical specification |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 14 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 3 Km. cartage |
| 15 | Construction of granular sub-base by providing Close 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 technical clause 401 |
| 16 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. |
| 17 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 18 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 Percent 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. |
| 19 | 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/granular surface cleaned with mechanical broom. |
| 20 | Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 5.4% 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 Please Enable Macros to View BoQ information |
