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| 1 | (A) Approach Road |
| 2 | Construction of embankment with approved material obtained from borrow pits up to with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement as per specification. |
| 3 | 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 clause 401 of MORTH specification. |
| 4 | Cement Treated Crushed Stone Base (Plant Mix Method)-Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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. Cement @1% and Emulsion- 3.50% |
| 5 | Providing and laying bituminous concrete 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 bituminous binder @ 5.4 to 5.6 % 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 |
| 6 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby 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. 507 complete in all respects. |
| 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 8 | Brick edging on both side of road with 150 class brick lead with mud mortar including labour and supply of bricks. |
| 9 | Construction of KC. Drain |
| 10 | Construction of Chhute Drain |
| 11 | Construction of Toe Wall in Rubble stone masonary laid in 1:3 (Cement : Coarse sand) Mortar over 100mm thick M-15 Cement Concrete flooring. |
| 12 | Additional Approach Road |
| 13 | Construction of embankment with approved material obtained from borrow pits up to with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement as per specification. |
| 14 | 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 clause 401 of MORTH specification. |
| 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 with 4% OPC in uniform single layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. All complete as per clause 406 of MORT&H specification.(1% Cement, 3.5% Emulsion) |
| 16 | Providing and laying bituminous concrete 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 bituminous binder @ 5.4 to 5.6 % 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 |
| 17 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby 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. 507 complete in all respects. |
| 18 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 19 | Construction of KC. Drain Both Side |
| 20 | Construction of Chhute Drain |
| 21 | Construction of Toe Wall in Rubble stone masonary laid in 1:3 (Cement : Coarse sand) Mortar over 100mm thick M-15 Cement Concrete flooring. |
| 22 | Protection Work (Approach Portion) |
| 23 | Providing and laying Filter material undermeath pitching in slopes complete as per drawing and technical specification. |
| 24 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per centextra for laps and joints laid with stone boulders weighing not less than 40 kg each dry in front of toe of embankment complete as per drawing and technical specification. |
| 25 | Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per centextra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 26 | Wall in Stone Masonry in 1:4 (cement : Coarse sand) mortor for panell wall Malav side U/S |
